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Home My WebLink About2180 RUTHERFORD RD; ; CB981681; Permitv; -_/ -55?>7,S> : B U I L D I N G P E R M I T Permit: No: CB981681 Project No: A9802232 Development No: 07/22/98 11:49 Page 1 of 1 _Job Add~ess: 2180 RUTHERFORD RD Permit Type: INDUSTRIAL TENANT IMPROVEMENT ?arcel No: 212-070-23-00 Valuation; 60,000 Suite: Lot#: Occupancy Group: Reference#: _ · Des.cription:. EQUIPMENT PLATFORMS ( 3) Building Permit Plan Check Strong Motion Fee . 619 ' .,.., -9296 07/22/98 OO0l 01 C-PRMT 02 459-00 Construction Type: St'atus: ·Appl_ied.: Apr/Issue: Entered By: 452-3188 NEW ISSUED 06/01/98 07/22/98 JM :-f,NAL APPROVAL . INSP.~OATE teh,/r.1 1 · -~o~:LE~A~RA~N~CE:__ ::========::::==-1 CITY OF CARLSJ:SAl'.l 2075 Las Palmas Dt., Carlsbad, CA 92009 ·(619)-438-1161 ~~~b~ .PERMIT APPLICATION FOR OFFICE USE ONL vC.fB/6-~ ( PLAN CHECK NO. ~ EST. VAL. 06j2aD ~ ·c1TY OF CARLSBAD BUILDING DEPARTMENT Plan Ck. Deposit . Z9o.oo Validated By_U=-,r-+--7'. -=--=------Date _____ .,,__,_ ________ _ Address (~e B'A9/Sujtj! #) '2.I u., ft'-Vmer ·yd Pd. Legal Description Lot No. Phase No. Total # of units Assessor's Parcel # Existing Use t$i'bposJ&Bs'&l'tlj 0001 01 .C-PRMT 02 Name · · Address· -~~,---· · City ~~~-State/Zip Telephone # Fax # f.rlr.t.~APBt.lCANr'. : t:Jtcontracfdt, . -:r:.f:ii-genf:for'.Contracto·r ,'" ·,M;'ov.l'ne'r'' '.· ~r\ir;A""iln'dor·Q.wriet·'.'5-"''· ii.$ ,~.:-'1;;,·J,:;7",-,·. -< ',,~;(;,:::,/.:-";; · · ':?\r,';:11-'.';:::,, :-i::'" :-':::~: Yn '.~ k~i-------:-........ ---~ __ ,.,,., ... ...,.,,,,,.,,,. __ ,,,,,,,,_ ~ _....,\,,l --. ,----,. ..... ---..... ~. -:-~ ...... "'""'----,--y ... :--"·~~~!~ .... -/.,_, ....... .,.,,,.,,,..~~~«o'~~~---v. .,;.,. -."'-'<-~----~,,,..,,J~..:s .... "'~,,,.,,!,, ,/,, .... /~ - Name , /C, lfb'U"'' AddressG155" '""' W/Ji iJY · ~ate/Zip Telephone ~/'l z~~f8~ r&;~:Piii/ffin~~=: ::::-:··= :.i':tti~;,_RPti/#=&li~:t;IarffiJlik~:.b~~iljji~21?ff;~)~9~7f;'i7'f; ;;~~'q_ ., A, · ~lY~MJC~ ·: '. ~~~:~~--'" ', ·--"·'-'-···_..;,.,,,,_, City ' S,tate/Zip Telephone # (Sec.1.7031:oBusiness~ofessions Code: Any City or County which requires a perr:nit to construct, alter, improve, demolish or repair. any structure,. prior to its ,issuance, also requires the applicant for such permit to file a signed statement that he is licensed purs\Jant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business .and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty·of not more than five hundr~d dollars [$500]). 1Ji£k5f,,J );> it.,t;.-1,Jt.l-j-AM ~.i11.JE.'-r :5,-.-, 0gfflg5.,.,.1 'h-. SA...i 't',.U.o ",;;2..110 t,1e,-.:2-ci1-b'3~D Name Address City State/Zip · Telephone # $tate License # ~---------License Class __________ CjtY Business License # -....:Z8 //DO 1 f ·. Designer Name Address City State/Zip Telephone State License # tf;:~ t::::~ :... , ---~ .. ~~,~ ~ ~-"' .. ~-~-~:~ .. :--~------~:-"'_ .. ~;~~,:.....:~~~~~::~z~:::~~~.;~~-~ ~:5J-:J.:Jf'~~~~~~c-::::; :~~-a1n~i.<i~ Wor~ersi Co..mP-§Jisatiori ~sl!iation: I hereby affirm under penalty of perjury one of the following declarations: 0 I have an.d will maintain a. certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance-carrier and policy number are: 71>8 / ,Y 2"f ,,._;-"",.,;---'---;A. P. .t.i,.,e;;; 9 ,:z _,., ,,. r:-:-:---:---. /_ ' ·[risuranceCompany ·; ltJ>. C:::, gf :::n+e.-5-nl,)£ Of:'.A f PolicyNo. +2.i&.~ 5 ! p ExpirationDate ~l:hl'z°; irHIS·SECTION-NEEtfNOT BE COMPLETED IF THE PERMIT IS FOR ONE HtJ~oifEolD.OLI.A!:!.UtfOOJ OR LESS) _____ ..,_.,..1-1 ·O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work fo~ which this permit is issuecl, I shall not employ' any person in any manner so as to become subje.ct to the Workers' Compensation Laws of California. WARNING: Failure t secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred ~.r.s.($ : 0), i ddition to the cost of compensation, damages as provided' for in Se~ion 3706 of the Labor code, interest and attorn!ly's fees. \ -~I~~~-~,. tf,}"~"''~""'' ·-,··· , -~·,' , , ..••..... ,~·, ,,;.,",~···"··--··.,-·"'--"·'"~·-"·'',..,,.., .. , ... ,.! DATE ¼¥~~-....... -,., .. , .... -~ ,,,, '%"' ½i.~"!it.1!.5!1:llJ!;.QJ!.J!;!lEGl;ARA.'TLQtiL.: .. ____ .,_ .; ..... ::-, '1.''. \..':...:._;.:;,:,:..o:.. .• ..:......:.:.:.....:.:,::t:&..::~:~:-•. --... · .. : ·'-~=;;_,;,; ,,, ;;~~ ... _ -:.,,,l;:,'-"?'~';.;::'":o:'.;,;.::,L .. :':0:'.J:'ili:ii~}J !'hereby affirm that I am exempt from the Contractor's License Law for the following reason: ~ 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044,, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the builqing or improvement is sold within. one year of .completion, the owner-builder will have the burden of proving that he did not ·build or improve for. the purpose of sale). ·O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, -Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contr-1ctor(s) licensed pursuant to_ the Con~ractor' s License Law). · ·O I ar'n exempt under Section ______ Business and Professions Code for this 'reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted.with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):. _____________________________________________ _ 9. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (inclu!le name / address / phone number / type of work)=--------------------------------'-------------------------- 1-:~~;,:~ .. :~-~~,:::~.S;~~~::1.~~-.,,,,,-.. -.--.-.-.-,.-.. -.. -,-. --A-.-,-.-.. -.. -.-.,-.-,.-.-... -,-.. ---.-.-.. -.• -, .. -.-.. -.,-.,,,~-.-.-,.,,.,.--_-_=--·-,,-.,,,---,,.-ec-~¥'°-~~!~---;r--=---.,---.~-=----7,------,-----~"""{'1',;---"&"·"""""I ~QM.P.i;..E!E:,t;t{l§.,.$.E.9!119,.~EQ!l,:;~Q:,Y:'ll.6§!P§V:7P.I~ :8-\;IJl;.P.!N~ iPE .. 13,.NIJ,ll.:QN.!:,Y ... ; .. :,.,:.i~ .. ~":,::.: .. ;,,;.,.,,,:.,;.; .. ,· --1~~~;2.,~;~ ~-·;S:,;.:1:~t.~~;,,Y;;d'.:.; Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO· Is the applicant or future building occupant required to obtain a permit from the air pollution control.'distric:t or air. quality management district? 0 YES O NO Is the facility to be c9nstructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HP.SMET OR IS MEETING THE REQUIREMENTS OF-THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. !E";-fcONnR..a..cnl.l~N ·l:eNfflG,'A.ims;.Y '.~:: i. :-::-~::::.-=~.:..: .. ,., .. :.:..·; ~;::~::~::: -~· '.':.:'~·.:.'.; ,,-~,,-: ':'· ::~"".i,,, :::,· ,'::;./.'.::;;~ ,:i.1~6::E~:.:. .. {,,; ..:..:.i'(.-~G:.'l+-:::~...,;:,::~ .,,"'~ ;-,--::: G~:::'. ~~; !'·hereby.affirm .that there is a construction lending agency for the performance of the work for which thjs permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ®;..:s"Aertt~~fl;r;.Q~R:llf.LQ'~TJ.QY::, .. ,.;,;~ . ..; ... ~: :;...;..;~_,\,, :'::.~' :. ,, ;., ~ ·i·:.: .. -:~--,:,;,;;::i:~~:.::.:~;...:;:.,.,="'=,~._,_=,=~~=,=;:,:::~==~:;;:. · _:;:.~=-~::;:$;:;1.;:;::~=::;::,:-=.,.=c:...,::;:, .. :;::;____..,;:,;;;~ .. =,.,l.::;;t;:::,.,=,~=~,:;:;_,_:·:;_:~~=i""":;;;_:;_=_=:.:_~:;·'.·=,. ,::;_ '-=;;;·:::::-=. ;=,~=:.:_=: ::...:::::;:·;,oN:;:;~::::::;:c;;;;:::™""';:_, =. ·;::;.;,;:;£:;:;:·;,:..,,;; I certify-that I have.read the application and state that the above information-is correct and that the information on the plans is accurate. I agree to comply with all City ordinances· and State ·1aws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 storiei; in height. EXPIRATION: Every permit issued by·the Building Official under the provisions .of this Code shall expire ·by limitation and become null and void if the building or work 1=1uthorized by such permit is not co11Jmenced with' 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time-after e work is com e r a·period of 180 days·(Section ·10·5.4,4 Uniform Building Code). / / APPLICANT'S SIGNATURE ~ • DATE . 0 _J _ ~ • I WHITE: File YELLOW: Applicant PINK: Finance PERMIT# CB981681 DESCRIPTION: EQUIPMENT TYPE-: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 10/15/98 PLATFORMS (3) STE: INSPECTOR AREA TP PLANCK# CB981681 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2180 RUTHERFORD RD APPLICANT: SMITH CONSULTING ARCHITECTS CONTRACTOR: PHONE: 619 452-3188 PHONE: OWNER: -REMARKS: R/KEITH/431-8712 SPECIAL. INS.TRUCT: TOTA~ TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# CB980400 RW980074 OLP98100 SE980060 RW980183 CB981941 AS980106 AS98011i SE980128 AS980166 CB981088 CB982206 TYPE INDUST ROW OLP swow ROW ITI ASC ASC swow ASC PLUM ITI PllONE: /J INSPECTOR -v~~'--------- STATUS I-SSU-ED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED AC';[' COMMENTS 11 ST Ftg/Foundation/Piers b-J6 -----------=----.,----,-- /t----------------.&.:. /M1.f~1?ftl!4;/Jl779ttn~ !'If/IX e1(2. ---------------,---------------------------------------------"------'------------------------- DATE oao59s 073198 073198 ***** INS.PECTION HISTORY ***** DESCRIP'fION .Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers ACT INSP AP TP CO TP CO r;t'P COMMENTS MIX MEZ EQUPT SLAB ~ W· SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report · File Number: Project Title: Project Location: Architect: Engineer: Contractor: 981-2171 Callaway Golf 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry & Associates Nielsen Dillingham Location In Structure: Mat£Jrial Suppl jer: 12'-0" elevation -mixing mezzanine platform Pre-Mixed Mix De$ignation: Admixture( s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: t,2,3 Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load,. Pounds Compressive Strength, psi Age Tested, pays 4033000 MB -322N/MBAE 90 91 443 GP 2701 10,-16-98 10-19-98 10-23-98 6.00 28.27 102,250 3,620 7 Required 28 Day Strength, psi 2,500 Unit Weight pcf, Slump, Inches: 5 Tick£i Number: 282614 Samples Test£Jd By: VB 2702 2703, 11-13-98 11-13-98 128,500 128,250 4,550 4,540 28 28 Permit No: 981681 Plan File No: CC Temp: 80° Air Temp: Air Content: • 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. 1:his agency makes no other warranties express or implied. Distribution: ( 1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham ( 1) City of Carlsbad (1) Pre-Mixed 10-16b:doc 11117/98 Reviewed By: UNSCftEQULED BtnJJ)ING INSPECTION DATE_r:j ..... L-.~~(, __ v __ INSPECTOR p . _v,..,... ________ _ PER.MIT # . 1'Y--It$ I PI.AN CHECK# _____ _ JOB ADDRESS _____ 'Z._f_8_t>..,.te ______ v __ -rPi .... !f..,_,<...,._f5 .... ~j{J? .......... _M_· __________ _ DESCRIPTION -------------------------- TIME ARRIVE: -----TIME -----.------ CODE DESCRIPTION Act COMMENTS EsGil Corporation 1.n Partnersliip witli (jovemment for '13uiUing Safety DATE: JULY 13, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-1681 PROJECT ADDRESS: 2180 RUTHERFORD RD. PROJECT NAME: MEZZANINE SEt: II 0 APPhlQANT ~) 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have beeit'corrected where necessary and substantially comply with the jurisdiction's building codes. 1ZJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes · when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted .herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: . !Zl Esgil Corporation staff did not advise the applicant that the plan check has been completed. ' D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: · (by: ) . Fax #: Mail Telephone Fax . In Perso¥- [gl REMARKS: The special inspector/ m needs to be identified on sheet 17019-B prior to the permit being issued. By: Ali Sadre Enclbsures: Esgil Corporation D GA O CM O EJ O PC . 7 /8 trnsmtl.dot" 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 CARLSBAD 98-1681 JUNE 10, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Ali Sadre PLAN CHECK NO.: 98-1681 DATE: JUNE 10, 1998 BUILDING ADDRESS: 2180 RUTHERFORD RD. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: II BUILDING PORTION BlJIU)ING i~,ReA VALUATION VALUE tft./-} MULTIPLIER ($) MEZZANINE .. Air Conditioning Fire Sprinklers. TOTAL VALUE 60,000* D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $ 446.08 D 1994 UBC Plan Check Fee • · Plan Check Fee by ordinance: $ 289.95 Type of Review: ·• Complete Review D Structural Only D Hourly D Repetitive Fee Applicable ·D·-Qther: Esgil Plan Review Fee: $ 231.96 Comments: * PER APPLCIANT Sheet 1 of 1 macvalue.doc 5196 EsGil Corporation 'l.n Partne.rsliip witli (}ovem~nt for '.Builifittg Safetg DATE: JUNE 10, 1998 · JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-1681 PROJECT ADDRESS: 2180 RUTHERFORD Ri>. PROJECT NAME: MEZZANINE SET:I D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: MICHAEL WOOMER 5355 MIRA SORRENTO PLACE,# 650 SAN DIEGO, CA 92124 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did adv,ise the applicant 'that the plan check has been completed. Person contacted:· Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Ali Sadre Enclosures: Esgil Corporation D GA D CM D EJ D PC 6/4 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + SanDiego, California 92123 +· (619) 560-1468 + Fax (619) 560-1576 CARLSBAD 98-1681 JUNE 10, 1998 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PROJE:CT ADDRESS: 2180 RUTHERFORD RD. DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/4 REVIEWED BY: Ali Sadre FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-1681 DATE REVIEW COMPLETED:, JUNE 10, 1998 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections-based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of ttie plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction oil this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe th.em and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes D No 4. Please note this project complies with 1'994 USC. 5. Please show complete material specifications for concr~te, rebar, bolts, steel plates, WF, welding, etc. on plans. 6. Please show a site plan and the location of the new addition within the building. The key plan as shown is not sufficient for this purpose. CARLSBAD 98-1681 JUNE 10, 1998 7. Please show the type of construction and the occupancy category on cover sheet. 8. Please specify the number of levels for the mezzanine and make sure the type of construction complies with the allowable building height and the number of stories per Table 5-8. ' 9. Please note the ·floor area of the existing building and the floor area of the new addition on plans. to. Please justify the total actual areas versus allowable areas on plans. 11. Please specify the oc:cupant_ load of the mezzanine on cover sheet based on Table 10-A. 12. Please show adequate exiting from the mezzanine to the outside. 13. Please note the ICBO # and the required special inspections on plans, i.e., for soils concrete, rebar, epoxy bolts, field welding, etc. 14. Please complete the attached special inspection ·form and return to EsGil at back-check. 15. The Show typical welding between the WT's to end plates on detail E/17022. Similarly, on detail C/17022 and others. 16. Please show complete existing framing plans to justify adding WF columns on line D.2 and those on line 2 per sheet 17023 at elevation 17'. 17. Show stair details per 17023 including rise, rµn, etc. on plans, i.e., sheet 17026. 1 a-. Verify with the city that the stairs do not have to be handicapped complying. 19; Please show lateral bracing for the platform at elevation 21' on 17023. 20. The T1 plate as noted on detail A, sheet 17023, should be associated with a connection mark number per r able on sheet 17027. 21. Where are the connection mark numbers· per schedule on sheet 17027 on plans ? 22. The 1 /4" field weld symbol on detail A, sheet 17023 is pointed incorrectly. It should point to the connection between the angle and the 3/4" plate. CARLSBAD 98-.1681 JUNE 10~ 1998 23. Show all brace frame columns comply with load combination in Sec. 2211.5.1. irtcluding the base plate anchorage for uplift. 24. Show all bracing elements in frames comply with Sec. 2211.8.2. and their connections comply ·with. Section 22.11.8.3. 25. Ple~se show that all the beams supporting discontinuous frames have adequ,ate strength for load combinations per Section 1628.7.2. This also applies to the columns that support the beams under such frames. See elevation plans per sheet 17025. 26. More corrections may be necessary at back-check. 27. The jurisdiction has contracted with Esgil Corporation located at 9320 Che?apeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these. plan review item$, please contact Ali Sadre at Esgil Corporation. Thank you. "', 1 r CARLSBAD 98-1681 JUNE 10, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Ali Sadre PLAN CHECK NO.: 98-1681 DATE: JUNE 10, 1998 BUILDING ADDRESS: 2180 RUTHERFORD RD. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BYlbQING AReA VALUATION VALUE (-ft/,} MULTIPLIER ($) MEZZANINE . Air Conditioning . Fire Sprinklers TOTAL VALUE 60,000* • 1994 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$ 446.08 • 1994 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 289.95 . . Type of Review: . • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable 'o-other: Esgil Plan Review Fee: $ 178.43 Comments: * PER APPLCIANT Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB t:=f 5° l (e, ~ J . ADDRESS ____ 2......,l8() _____ -~------·---------~---J._f ___ fl_. __ ,__ ___ _ RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) . ENGINEE@~m~ C:\WP51\FILES\BLOG.FRM TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE_6_0 __ ~_9. ___ I __ Rev 11 /15/90 · City ·of . Carlsbad .. . , . ·. . . . Fire Department • 98207 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check · ·'Date of Repo'rt: Tuesday, June 30, 1998 Contact Name Address City, State ~o. CB981681 Smith Consulting Arc 5355 Mira Sorrento Pl Ste 650 San Diego CA 92121 Planning No. Job Name Callaway Golf 2180 . . . Job· Address .2180 Ru.thertord Reviewed by: (}, ~ Ste. or Bldg. No. ____ _ f8I Approved -The item you have submitted for review has been approved. The approval is based on pla,ns; information and/or specifications provided in your submittal; therefore any changes to tt:rese items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D nisapproved -Please see the· attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes arid standards. Submit corrected plans and/or specifications to this office for review. For Fire 0£;partment l.)se Only Review 1st_~_ 2nd. __ _ 3rd.--'-~"-- Other Agency ID CFD Job# __ 98_2~0~7 __ File#--'--~~ 2560 Orion Way • Carlsbad, California 92008 • (619) 9,31-2121 --,l 1~- I I .. I I ·I I I I ·_I: I I 1 .. I I .. .. I.~ ,• 1· I I :1 .GOLF ' . . CALLA WAY GOLF BALL C0MP ANY MANUFACTURING FACU-iITY LOUIS PERRY & ASSOCIATES STRUCTURAL CALCULATIONS FOR MIXING AREA MAY29, 1998 (REVISED JUNE 26, 1998) ~ ·-I I I .I I I I I I I I I I I I I I ·1 I STRUCTURAL CALCULATIONS TABLE OF CONTENTS 1. MIXER MEZZANINE A. DESCRIPTION B. CODE SUMMARY C. D. E. DESIGN LOADS ST AAI) III MODEL "MIXER-MZ.STD" (ANALYSIS & DESIGN) COLUMN BASE PLATE DESIGN F. VERTICAL BRACING I CONNECTIONS 2. EQUIPMENT PLATFORMS ABOVE MIXER MEZZANINE A. DESCRIPTION/ CODE SUMMARY B. LATERAL LOADING & DESIGN (SEISMIC LOADS, HORZ. & VERT. BRACING) C. GRAVITY LOADING & DESIGN 1. LEVEL 36'-4" 2. LEVEL 28' -8" 3. LEVEL 21' -0" 4. l..EVEL 17' -0" 5. PLATFORM COLUMN DESIGN 6. 'GRATING & CHECKER PLATE DESIGN 3. MIXER MEZZANINE FOUNDATION A. STAAD III MODEL "MIX-MAT.STD" (ANALYSIS & DESIGN) . B. SUMMARY MAXIMUM MOMENTS & BEARING PRESSURES LOU IS JOB tm.E CA~....!£!2.. PROJECT No. /Jot . . 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JOB TITLE DESCRIPTION CALCULATED B'I' ---'='-=:.....;:~--.5//.3/aGJ DATE __ _._.a...;a....-L....::'--- CHECKED B'I' __ _u.~:.::;_ __ _ OATE ________ _ SCALE 2--SHEET NO. __ OF __ tc-z I · · · · · · · · · · · . . : 1 ;'; s~ , , . -. --. t•· <\· ~ •. ~-. . 1 r::r t:::r:::r:::i::::::r:+::\. 1 +-1 -1:---1-+-1 1 -i-1.1.. 1-1--i-1~~~lt:+ LOUIS PERRY & ASSOCIATES • INC• PLANNERS· • ENGINEERS • ARCHITE:C1S • MANAGEMENT JOB TITI.E _____ C-A __ L_L-_~_(\-i)f+-----PROJECT No. }7 Oh DESCRIPTION --""?"T'--,.------------ CALCULATED BY -UK-....;-r_c...,.;... __ CHECK£D BY --~J.-:.4~--- SCALE -------- DATE------- DATE ------- SHEET NO. _j_ OF __ 1C.-3 LO u I s JOB mtE ~ L-LA\J ~'i -PROJECT No. 11.Q}o PE R Ry DESCRIPTION ______,,,--~--- @ . . . CALCULATED BY ML DATE & ASSOCIATES CHECKED BY -,_.;~~~--DATE ------ ___ ... . •INC. SCAI.£ -------SHEET NO. -!/-OF -- LANNERS·• ENGINEERS • ARCHITECTS • MANAGEMENT 1sE.J lfz.~ 6' 1. 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C7 & ASSOCIATES _ __,OLJ •INC• PLAN~ERS • ENGINEERS • ARCHITECTS • MANAGEMENT JOB 'TITLE (;t\ U...A \,.,) ~l\ DESCRIPTION ----::----------- CALCULATED BV ~~ CHECKED BV ___._, .. -~~-.r.,,:.. ___ _ SCALE------- DATE _____ _ DATE _____ _ SHEET NO. _.:2-OF __ {/!.EViSi:.rJ b/zz/99 1 C..-5 -I I I I I I I I· I I I I I I I I I I I User ID: Research Engineers, Inc. - *****~******************************************** • • • • • • • • • S TA A D -III Revision 2.2.3a p r Op r i e t a r,r pr O g r a O f Research Enginee~s, I~c • i> a t e = M~ Y 1 3 , 1 9 9 8 Ti e= 13:13: 8 USER ID: Research Engi~eers, Inc. • • ;.· • • • • • • •••*·············································· 1. STAAD SPACE FRAME* CALLAWAY MIXER-MEZZ STIFFNESS CK 2. * 3. *FILENAME=> "C:\1706\MXSTIFF.STD" 4. * 5. UNIT KIP FEET 6 . * 7. JOlNT COORDINATES 8. 1 0 0 0 ; 5 14,67 0 0 ; 8 25.33 0 0 9. 10 0 0 14.5 ; 14 14.67 0 14.5 ; 17 25.33 0 14.5 10. 51 0 9 0 ; 55 14.67 9 0 ; 58 25.33 9 0 II. 60 0 9 f4.5; 64 14.67 9 14.5; 67 25,33 9 14.5 12. REPEAT ALL O O O 0 1 3 . 1 0 1 0 1 2 0 ; 1 0 2. 4 . 3 1 2 0. ; I 0 3 9 . 0 3 I 2 0 ; I 0 4 I 2 . 3 3 I 2 0 14. 105 14.67 12 0; 106 16.83 12 0; 107 21.08 12 0 15. 1'08 25.33 12 0 ; 109 28.4 12 0 16. REPEAT ALL I O O 14.5 17. 119 4.3 12 -2.0 ; 120 14.67 12 -2.0 ; 121 25.33 12 -2.0 I 8 . I 2 2 0 1 2 I 6 . 0 ; 1 2 3 I 4 .. 6 7 U: I 6 . 0 ; I 2'4 2 5 . 3 3 I 2 I 6 . 0 19. 151 0 12 3 ; 155 14.67 12 3 ; 158 25.33 12 3 20. 160 0 12 11.5 ; 164 14.67 12 }1.5 ; 167 25.33 12 11 .5 2 I . * 22. MEMBER INCIDENCES PAGE NO. .1 JC.-~ 23. I J 51 ; 2 51 101 ; 3 S 55 -; 4 55 105 ; 5 8 58 ; 6 58 108 24. 7 10 60 ; 8 60 110 ; 9 14 64 ; 10 64 114 ; 11 17 67 ; 12 67 117 2 5 . 1 0. 1 1 0 I .. I 5 I .I 0 2 I 5 I I 6 0 I 0 3 I 6 0 l I 0 l 0 4 I 0 2 I I 1 I· 0 6 26-. 107 105 155 108 155 164; 109 164 114 110 106 115 111 2 7 ·. I I 2 I 0 8 I 5 8 ; I I 3 I 5 8 I 6 7 ; 1 I 4 I 6 7 I i 7 ; I I 5 I 0 9 I I 8 28. 116 102 119 ; Ir7 105 120 ; 118 108 121 29. 119 110 122 ; 120 114 123 ; 121 117 124 30. 201 101· 102 208 ; 209 110 111 216 31. 301 51 151 ; 302 55 155 303 58 158 3 2 . 3 0 4 6 0 I 6 0 ; 3 0 5 6 4 1 6 4 3 0,6 6 7 1 6 7 33. 401 58 109 ; 402 67 118 34. 501 105 8 ; 502 108 5 ; 503 114 17 504 117 14 3 5. * 3 6 . ELEMENT INC ID ENCE S 3 7 . 6 0 1 1 0 1 1 0 2 1 1 1 I 1 0 TO 6 0 7 3.8 .. * 39. UN.IT INCH 4 0. * 41, MEMBER PROPERTIES - I I I I I I I 'I I I I I I I I I· I I FRAME* CALLAWAY MIXER-MEZZ STIFFNESS CK User ID: Research Engineers, Inc. --PAGE NO. * 42. I TO 12 TA ST Wl2X65 43. io1 to 115 201 TO 216 TA ST W21X44 44. 1.16 T0 121 TA ST Wl8X35 4 5 . 3 .o 1 TO 3 0 6 TA ST W 1 2 X2 6 46. 401 402 TA ST WIOX22 4 7 . 5 0 1 TO 5 0 4 TA T W 1OX22 4 8. * 49. ELEMENT PROPERTIES 5 0. . 6 0 1 TO 6 0 7 TH 2 1 . 0 5 1 . * 52. MEMBER RELEASES 5 3 . 101 IO 4 TO 1 0 7 1 1 0 TO ll 2 1 I 5 2 0 1 2 0 5 2 0 8 2 0 9 2 i 3 2 1 6 ST ART MY MZ 54. 103 TO 106 109 TO Ill 114 115 204 207 il2 215 END MY MZ S 5. * 5 6 . MEMBER TRUSS 5 7 . 3 0 1 TO 3 0 6 4 0 1 4 0 2 5 0 1 TO 5 ,0·4 5 8 . * 59. CONSTANTS 6 0 . E 2 9·0 0 0 . MEMB 1 TO l 2 l O 1 to 1 2 l 2 0 1 '.FO 2 1 6 · 3 0 1 TO 3 0 6 4 0 1 4 0 2 - 6 1 . 5 0 1 TO 5 0 4 62. E 3122. 'MEMB 601 TO 6.07 63. DE~ STEEL MEMB 1 TO 12 101 TO 121 201 TO 216 301 TO 306 401 402 - 6 4 . 5 0 1. TO 5 0 4 65. DEN CONCRETE. MEMB 601 TO 607 66. BETA 90-1 TO 12 501 TO 504 6 7. * 68. SUPPORTS 6 9 . l 5 8 1 0 l 4 I 7 FIXED BUT MZ 7 0. * 71. UNIT fEET 7 2.. * 73. LOADING 1 (UNIT LOADINq IN EAST/\VEST DIR) 74. JOINT LOAD 7 5 • 101 I l O FX l O . 0 7 6. * 77. LOADING 2 (UNIT LOADING IN NORTH/SOUTH DIR) 7 8. JOINT LOAD 79. 101 105 108 FZ 10.0 ~ 0. * 81. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELE"ENTS/SUPFORTS 42/ 68/. ORIGINAL/FINAL BAND-WIDTH= 30/ 9 TOTAL P~IMARY LOAD CASES = 2, TOtAL DEGREES OF FREEDOM= SIZE OF STIFFNESS MATRIX= 11100 DOUBLE PRIC. WORDS REQRD/AVAIL. DISK SPACE= 12.18/. 108.6.8 MB, EXMEM = 1971.1 ++ Processing Element Stiffness Matrix. ++ Processing Global gtiffness M~trix. ++ Processing Triangular Factoriiatiort. 13:13: 8 13:13: 8 13:13: 8 6 222 MB 2 JC.-7 -I I FRAME* CALLAWAY MIXER-MEZZ STIFFNESS CK * ***'WARNING -IMPROPER LOAD WILL CAUSE INSTABILITY DIRECTION= MY PROBABLE CAUSE MODELING PROBLEM ++ Calculating Joint Displacements. + + C a I c u I a t i n g M e mb e ·r F o t c e s . User ID: Research Engineers, Inc. --PAGE NO. 3 JC-& AT JOINT 1 09 -.757E-09 1 3 : 1 3: 9 1 3 : 1 3 : ·9 1· 82. PRINT JOINT DISPLACEMENTS LlST 101 105 108 110 114 117 I I I I I I I I I I I I I I I -1· I I I I I I I I I I I I I I ·I I I I FRAM-E * CALLAWAY MIXER-MEZZ STIFFNESS CK * JOINT DISPLACEMENJ (INCH RADIANS) STRUCTURE TYPE ------------------ User ID: Research Engineers, Inc. --PAGE NO. SPACE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-·ROTAN Y-ROTAN Z-ROTAN 1 0 1 1 ,02525 . 0 0 0 1 1 -.00042 -.00001 -.00003 2 -. 00026 .00066 .07523 .00004 .00001 1 0 S 1 .02404 .00126 -. 0 0 O·O 2 . 0 0 0 0 1 .00000 2 -.00004 .00090 .07520 .00002 .00000 1 0 8 1 .02368 -.00134 -.·00020 .00000 .00001 2 .00017 .00059 . .0 7 5 4·6 .00004 -.00001 1 1 0 1 .02525 .00011 .00042 .00001 .00003 2 -.00039 -.00066 .07468 .00004 -.00001 1 1 4 1 .02404 .00126 .00002 -.00001 .00000 2 -.00018 -.00091 .07498 .00002 .00000 1 1 7 1 ,02368 -.00134 .00020 .00000 -.00001 2 .00005 -.00060 .07491 .00004 .00001 ************** END OF LATEST ANALYSIS RESULT ************** 8 3 . F I.N I S H - * * * * * * * * * * * * * * * EN-D OF ST AAD -i I I * * * * * * * * * * * * * * * **** DATE= MAY 13,1998 TI ME= 1 3 : 1 3 : 9 * * * * ********************************************************* * * * * For questions on S~AAD-1II, contact: R~search Engineers, Inc at West Coast: Ph-(714) 974-2500 Fax-(714) 921-2543 Eist Coast: Ph-(508) 688-3626 Fax-(508) 685-7230 * * * * ********************************************************* (._01:S ..- ! (} 2,.5' ) - I .00000 .00003 -.00001 .00000 -. 00002 -.00002 .00000 -. 00002 -.00001 .00000 -. 00002 .00002 4 . 1.c-} -j.l)-t I. c:: C1 I a. C1 :c UJ :,,: _, UJ UJ ' UJ I z u.. :c >-< :c z ::J I u; < C I 0 I (Tl N N I ::> w LJJ z a: z < ·I I-N N w 0 :c ..J a: UJ X I CL :c >-< I-3: I < U1 _, _, 0 < u CL * ·I UJ 0 :c < a: < u.. I < UJ I- _, I- U1 I- I I LO II :c I N '-.., :c UJ Ill a: _, :c :c. :c I I-... z z z z z z X >-N U'.l I· -~u1 'SJ:i:ni1ju3 q~re;s:i~ :m J:isn -11)-z__ I Cl 01 I a. 01 :i:: -'-' ::.:: ...: Lu -' LW I z l.!. :i:: >-I-< :i:: z :::, I Lu I-< 0 I C I (T) "' N N I :> Lu UJ z 0: z -~ < I-3: I < U1 ...J ...J a -N <1 II ..., I < <1 s s ,-UJ -.., :c UJ Ill a: ...J :c :c :c I ,-,-z z z z z z X >-N Ill I ·:iu1 'SJ:>:iu1liu3 q:i.m:is:i~ :m J:>sn -i!J-3 I Cl C1 I :l. 0, :i: LJ.J ~ .J LJ.J ~i ' z " I :i: ' >-~, lJ.J w z CI: z <. N I· V) I-N LJ.J ~ D :i: \) .....J c:: ~ LJ.J X I t CL :i: ~ >-< I-:i:: < .1 lf1 .J .J D < u CL * I LJ.J 0 :i: < a: < LI.. I < lJ.J I-.J ,_ lf1 ,_ I I X U) II :i: I N "1 II ., I < "1 s 'S ,,_ UJ -.., l: LJ.J t/1 a: .J l: l: :i: I ,_ ,_ z z z z ,Z .z x· >-N u, I ·:,ul 'SJ;:m1liu3: q:,.re;S::l):I :en J::lSfl -I te-1 "o ""' ·~ :!!!. Cl I I Cl ::!.. Cl :c w J ::.:'. ...J ~ UJ s . ~-UJ c:: ...... "'; UJ I z =~i "' C, M .... " " LL. :c "' ,n "' :I~ "' >---I- ~ UJ ~ w z a: z ~ "" --< ~ 3 I < U1 ...J ~ ...J 0 < " u "' ,n "' " .. I"' a.. * I ':> .;-:. UJ C) :c < a: ~ < LL. I .J :::. < ..... w ~ .. ~ ...J I- •(' U1 I- I Cl LO N ... -" "' --': :?- I r--~< ~~:":. ~ Lil ~ II I :c "' .. "' .. Cl "' " .. ,n .. LO .. "' N -,q .....n II '.,,-.,... .., I· < "I s U1 '"' w .., :c LU tn a: ...J :c :c :c I I-I-z 2, z z z z X > N U1 <' c--. ~ I ·:,u1 'SJ::1:>ujgu:1 q:,.ra::is::i~ :rn J:>sn - 0 .s i C ·;;o C (.ll 1 .., ~ 9 .. ~ .;;:> --- STRUCTURE DATA TYPE = SPACE NJ :: ·42· NH :: 61 NE :: (IJ NS :: (IJ NRJ:: 6 NL :: 2 X HA X:: .. 28. 4 YHA-X= 1 2. 0 ZHA.X= 1 B. 0 ------------ y X z J::42,M::61 S T A A D P D S T PL O T <REV: 22.30) TITLE: FRAME * CALLAWAY MIXER MEZZANINE ---- MN/ELEM )'-s><, UNIT FEE KIP DATE: MAY 11, 1990 -I ~ ~. I \J\ --I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. PAGE NO. ************************************************** * * * * * * * * * * * * * S TA A D -III Revision 22.Ja Proprietary Progra of Research, Engineers', Inc. (/1, ::.,JI*:, z:-n) Date= J'UN 2 3, 19 9 8, ""<=~----/.C...,;..;.. V •.::,'-Cl Ti e= 8:34:49 USER ID: Researc~ Engineers, Inc. * * ~************************************************* 1. STAAD SPACE FRAME* CALLAWAY MIXER MEZZANINE 2 . * 3,. *FILENAME=> "C:\1706\MIX-MZ2.STD" '4. * 5. UNIT KIP FEET 6. * 7. JOINT COORDINATES 8. 1 0 0 0 ; 5 14.67 0 0; 8 25.33 0 0 9. 10 0 0 14.5 ; 14 14.67 0 14.5 ; 17 25.33 0 14.5 10. 51 0 9 0 ; 55 14.67 9 0 ; 58 25.33 9 0 11. 60 0 9 14.5 ; 64 14.67 9 14.5 ; 67 25.33 9 14.5 12. REPEAT ALL O O O 0 13. 101 0 12 0; 102 4.3 12 0; 1'03 9.03 12 0; 104 12.33 12 0 14. 105 14.67 12 0 ; 106 16.83 12 0 107 21.08 12 0 15. 108 25.33 12 0; 109 28.4 12 0 16. REPEAt ALL l O O 14.5 17. 119 4.3 12 -2.0 ; 120 14.67 12 -2.0 121 25.33 12 -2.0 124 25.33 12 16.0 25.33 12 3 18. 122 0 12 16.0 ; i23 14.67 12 16.0 J9. 151 0 12 3 ; 155 14.67 12 3 ; 158 20. 160 0 12 Jl.5 ; 164 14.67 12 11.5 2 1 . * 167 25.33 12 11.5 22. MEMBER INCIDENCES 23. 1 1 51 ; 2 51 101 ; 3 5 55 ; 4 55 105 ; 5 8 58 ; 6 58 '.24. 7 10 60 ; 8 60 110 ; 9 14 64 ; ·10 64 114 ; 11 17 67 ; 25. 101 101 151 102 151 160 103 160 110· 104 102 111 26. 107 105. 155 108 155 164 109 164 114 110 106 115 27. 112 108 158 113 158 167 114 167 117 115 109 118 28. 116 102 119 117 105 120 118 108 121 29. 119 110 122 120 114 l'.23 121 117 124 30. 201 101 102 208 ; 209 110 111 216 31. 301 51 151 ; 302 55 155 303 58 158 32. 304 60 160 ; 305 64 164 306 67 167 33. 401 58 109 ; 402 67 1J8 34. 50-1 105 8; 502 108 5; .503 114 17; 504 117 14 3 5 . * 36: ELEMENT INCIDENCES 3 7 . 6 0 l l O l 1 0 2 I I 1 1 l O TO 6:0 7 3 8. * 39. UNIT INCH 4 0. * 41. MEMBER PROPERTIES l O 8 12 67 l O 6 l l 1 1 1 7 iD-/p -I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME >I! CALLAWAY MIXER MEZZANINE --PAGE NO. 2 * 42. 1 TO 12 TA ST Wl2X65 43. 101 102 103 106 TO 114 201 TO 216 TA St W21X44 44. 104 105 TA ST W21X50 45. 115 TA ST C10X15 46. 116 TO 121 TA ST W10X22 47 .. 301 TO 306 TA ST Wl0X22 -48. 401 402 TAT Wl0X22 49. 501 TO 504 TA LD L30306 SP .75 5 0. * 51. ELEMENT PROPERTIES 5 2 . 601 TO 6 0 7 TH 2 1 . 0 5 3. * 54. MEMBER RELEASES 5 5 . 1 0 1 1 0-4 TO 1 0 7 1 1 0 to 1 1 2 1 1 5 2 0 1 2 0 5 2 0 8 2 0 9 2 1 3 2 1 6 ST ART MY MZ 56. 103 TO 106 109 TO 111 114 fl5 204 207 212 215 END MY MZ 5,7. * 5 8. MEMBER TRUSS 59. 301 TO 306 401 402 501 TO 504 6 0. * 61. CONSTANTS 6 2 . E 2 9 0 0 0 . MEMB 1 TO 1 2 I ·0 I TO 1: 2 1 2 0 I TO 2 1 6 3 0 1 TO 3 0 6 4 0 1 4 0 2 - 63. 501 TO 504 64. E 3122. MEMB 601 TO 607 65. DEN STEEL MEMB I TO 12 101 TO 121 201 TO 216 301 TO 306 401 402 - 6 6 . 5 0 1 TO 5 0 4 67. DEN CONCRETE MEMB 601 TO 607 68. BETA 90 1 TO 12 6 9. * 70. SUPPORTS 7 1 . 1 5 8 1 0 1 4 1 7 F I XED BUT MZ 7 2. * 73. UNIT fEET 7 4. * 75. LOADING I (DL) 76. FLOOR LOAD 17. YRANGE 11.9 12.1 FLOAD -.280 XRANGE 0.0 25.33 ZRANGE 0.0 14.5 7 8,. * 79. * (EQUIP. PADS) 8'0. MEMBER LOAD 8 1 . 1 0 2 UN I GY -. 0 7 0 , . 2 5 6 . 2 5 82. 104 UNI GY -.380 1 3.25 9.25 8 3 . 1 0 5 UN I GY -. 4 2 0· 3 . 2 5 9 . 2 5 8 4 . 1 0 6 UN I GY -. 3 0 0 3 . 2 5 1 3 . 2 5 8 5 . 1 0 8 UN I GY -. 1 3 5 86. 109 UNI GY -. 135 0.0 1.75 87. 110 UNI GY -.06 3.25 9.25 88. 110 UNI GY -.800 9.25 13.25 89. Ill UNI GY -1.29 9.25 13.25 90. 113 UNI GY -.615 6.25 8.50 9 I . I I 4 UN I GY -. 6 I 5 0 . 0 I . 7 5 92. 112 TO 115 UNI GY -.025 9 3 . * 94. * (GRATING PERIMETER) 9 5. JOINT LOAD 9 6 . 1 1 9 FY -. 1 7 3 9 7 . I 2 0 FY -. 3 3 3 JD-7 -I I I I I I I I I I I I I I I ,I I I I FRAME * CALLAWAY MIXER MEZZANINE * 9 8 . I 21 FY -. 2 l 99. 122 FY -.165 l 0 0 . 1 2 3 FY -. 2 8 5 ,io1. 124 FY -.158 1 0 2 . 1 0 9 FY -o . 4 1 1 0 3. 1 I 8 FY -0 . 4 l 04. * l O 5 . * 106. LOAPING 2 (EQUIP. LOAD) 10 7. MEMBER LOAD 108. 102 UNI GY -.40 .25 6.25 109. 104 1~5 UNI GY -i.l 3,25 9.25 l l O . l O 6 UN I GY -I . 4 8 3 . 2 5 l 3 . 2 5 l 1 l . l O 8 lJN I GY -I . 4 8 I I 2 . l O 9 'UN I GY -I . 4 8 0 . 0 l . 7 5 113. 110 UNI GY -.800 9.25 13.25 114. 113 UNI GY -.800 6.25 8.5 1 1 5 . 1 1 4 UN I GY -. 8 0 0 0 . 0 1 . 7 ~ 11 6 . L 1 1 UN I GY -1 • 6 9 . 2 5 1 3 . 2 5 1 1 7 . * 1 l 8 . * 119. LOADING 3 (LIVE LOAD) User ID: Research Engineers, Inc. --PAGE NO. I 2 0 . FLOOR LOAD 1 2 l . YRANGE 1 1 . 9 :1 2. 1, FLOAD -. 100 XRANGE 0, 0 2 5 . 3 3 ZRANGE 0. 0 I 4. 5 12 2. * l 2 3 . MEMBER LOAD 124. 112 TO 115 UNI GY -.167 12 5 . * 126. * (PERIMETER) 127. JOINT LOAD 121. 119 FY -1.15 129. 120 FY -2.22 l ~ 0 . l 2 I FY -l . 4 131. 122 PY -I. 1 I 32 . 123 FY -I . 9 1 3 3 . 1 2 4 FY -l . 0 5 134. IO~ 118 FY --0,2 l 3 5 . * 1 3 6 . * 137. LOADING 4 (SEISM,IC LD. NORTH W15 ECC. TO WEST) I 3 ,8 . l 3 9 . 140. I 4 \ : l 4 2 . l 4 3 . 144. l 4 5 . · 146. l 4 7 . I 4 8 . l 4 9 . l 5 0 . I 5 l . l 5 2 . l 5 3 . JOINT LOADS 101 110 FZ -8.26 , 105 108 114 117 FZ. -7.47 l OS 1 0 8 FX l . 3 0 I l 0 l 1 7 FX -l . 3 0 * (COUPLE FORCES DUE TO MOMENT F'ROM EQUif'. ABOVE) MEMBER LOADS 104 105 CON GY -2.41 3.25 104 1-05 CON GY 2.41 9.25 106 CON GY -1.21 3.25 l o-6 CON GY l . 2 i l 3 . 2 5 108 90N GY -1.21 0.25 109 CON GY 1.21 1.75 110 CON GY -0.604 9.25 113 CON GY -0.604 6.25 11.0 CON GY 0.604 13.25 3 1Dw8 -I I I I I I 1· I I I I I I I PRAME * CALLAWAY MIXBR MEZZANINE * 154. 114 CON GY 0.604 1.75 I 5 5 . I I I CON GY -I . 2 I 9 . 2 5 156. 111 CON GY 1.21 13.2S 15 7. * I 5 8 . * 159. LOADING 5 (SEISMIC LD. SOUTH W/5 EC:C. TO WEST) 160. JOINT LOADS 161. 101 110 FZ 8.26 162. 105 108 114 117 FZ 7.47 163. 10.5 108FX-l.30 l 6 4 . 11 () l I 7 FX I • 3 0 'l 6 5. * ( COUPLE FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 166. MEMBER LOADS I 6 7 . 1 0 4 l O 5 CON GY 2 . 4 I 3 . 2 5 1 6 8 . l O 4 1 0 5 CON GY -2 . 4 1 9 . 2 5 I 6 9 . l O 6 CON GY I . 2 I 3 . 2 5 170. 106 CON GY -1.21 13.25 I 7 I . I O 8 CON GY 1 . 2 I .0 . 2 5 172. 1-09 CON GY -1.21 1.75 I 7 3 . { I O CON GY O . 6 0 4 9 . 2 5 1 7 4 . I I 3 CON GY O . 6 0 4 6 . 2 5 I 7 5 . I I O CON GY -0 . 6 0 4 I 3 . 2 5 I 7 6 . 1 I 4 CON GY -0 . 6 04 I . 7 5 177. 111 CON GY I .21 9.25 I 7 .8 . I I I CON GY -I . 2 1 I 3 . 2 5 179 . * I 8 0 . * 181. LOADING 6 (SEISMiC LP. NORTH W/5 ECC. TO EAST) 182. JOINT LOADS 183. IOI 110 FZ -7.-47 184. 105 114 FZ -7.50 185. 108 117 FZ -7.80 18E. 1-05 1-08 FX -.65 I 8 7 . I IO. I I 7 FX . 6 5 18i. * (COUPLE FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 189. MEMBER LOADS I 90. I 04 l O 5 CON GY -2. 4 I 3 . 2 5 191. 104 105 CON GY 2.41 9.25 I 92 . I 0 6 CON GY -1 . 2 I 3 . 2 5 I 9 3 . I 0-6 CON GY I . 2 I I ~ . 2 5 I 9 4 . I O 8 CON GY -I . 2 I O . 2 5 195. 109 CON GY l.2t 1.75 I 9 6 . 1 I O CON GY -() . 6 0 4 9 . 2 5 I 9 7 . I I 3 CON GY -0 . ~ 0 4 6 . 2 5 198. 110 CON GY 0.604 13.25 I 9 9 . I, I 4 CON GY O . 6 0 4 I . 7 5 2 0 0 . l I l CON GY -l • 2 1 9 . 2 5 201. Ill CON GY 1.21 13.25 2 0 2. * 2 0 3. * 20·4. LOADING 7 (SEISMIC LD. SOUTH W/5 ECC. TO EAST) 205. JOINT LOADS 206. 101 110 FZ 7.47 207. 105 114 FZ 7.50 208. 108 117 FZ 7.80 209. 105 108 FX .65 User ID: Research Engineers, Inc. --PAGE NO. 4 ID-CJ -I I I I I I I I I I I I I I I I I I I FRAME* CALLAWAY MIXER MEZZANINE * 210. lf0 117 ·Fx -.65 211. * (COUPL];: FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 212. MEMB~R LOADS 2 1 3 . 104 1 0 5 CON GY 2 . 4 l 3 . 2 5 214. 104 105 CON GY -2.41 9.25 2 l 5 . l 0 6 CON GY l . 2 l 3 . 2 5 2 1 6 . 1 0·6 CON GY -1 . 2 1 1 3 . 2 5 2 1 7 . l 0 8 CON GY l . 2 l 0 . 2 5 218. 109 CON GY -1.21 1.75 2 1 9 . 1 1 0 CON GY 0 . 6 04 9 . 2 5 220. 113 CON GY 0.604 6.25 221. 110 CON GY -0.604 13.25 2 2 2 . l 1 4 CON GY -0 . 6 0 4 1 . 7 5 2 2 3 . l 1 l CON GY l . 2 1 9 . 2 5 224. Ill CON GY -1.21 13.25 22 5. * 2 2 6. * 227. LOADING 8 (SEISMIC LD. EAST W/5 ECC. TO SOUTH) 228. JOINT.LOADS 229. 114 117 FX 12.0 230. 105 108 FX 11.2 231. 101 li0 FZ .50 232. 105 ll4 FZ -.05 233. 108 117 FZ -.46 234. * (COUPLE FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 235. MEMBER LOADS 2 3 6 . l 0 4 CON GY 3 . 3 3 . 2 5 2 3 7 . l 0 4 CON GY 3 . 3 9 . 2 5 238. 105 CON GY -3,3 3.25 2 3 9 . l 0 5 CON GY -3 . 3 9 . 2 5 2 4 0 . l 0·6 CON GY 3 . 4 3 3 . 2 5 2 4 l . l 0 6 CON GY . 3 : 4 3 9 . 2 5 242. 106 CON GY 3.43 13.25 2 4 3 . l 0 8 CON GY -3 . 4 3 0 . 2 5 244. 108 CON GY -3:43 6.25 2 4 5 . 1 Q 9 CON GY -3 . 4 3 l . 7 5 246. 110 CON GY 0.65. 9.25 2 4 7 . l l 0 CON GY 0 . 6 5 l 3 . 2 5 248. 113 CON GY -0.65 6.25 249. 114 CON GY .0.65 1.75 2 5 0. * 2 5 l. * 252. LOADING 9 (SEISMIC LO. WEST W/5 ECC. TO SOUTH) 253. JOI'NT LOADS 254. 114 117 FX -12.0 2 5 5 . l 0 5 l 0 8. FX -I I . 2 256. 101 110 FZ -.50 257. 105 114 FZ .050 258. 108 117 FZ .46 259. * (COUPLE FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 26b. MEMBER LOADS 261. 104 CON GY -3.3 3.25 2 6 2 . l O 4 CON GY -3 . 3 9 . 2 5 2 6 3 . I 0 5 CON· GY 3 . 3 3 . 2 5 2 6 4 . l 0 5 CQN GY 3 . 3 9 . 2 5 265. 106 CON GY -3.43 3.25 User ID: Research Engineers, Inc. --PAGE NO. 5 I D-_J'D - I I I I I I I I I I I I I I I I I I I FRAM~* CALLAWAY MIXER MEZZANINE * 266. ,106 267. 106 268. 108 269. 108 270. 109 271. HO 272. 110 273. 113 274. 114 2,7 5 . * 2 7 6. * CON GY CON GY CON GY CON GY CON· GY CON GY CON GY CON GY CON GY 2 7 7 . LOAD ING 1 0 278. JOINT LOADS -3.43 9.25 -3.43 13.25 3.43 0.25 3.43 6.25 3.43 1.75 -0.65 9.25 -0.65 13.25 0.65 6.25 0.65 1.75 (SEISMIC LD. EAST W/5 279. 114 117 FX 11.2 280. 105 108 FX 11.5 281. IOI 110 FZ -.175 282. 105 114 FZ .02 ECC. TO NORTH) 283. 108 117 FZ .160 284. * (COUPLE FORCES DUE TO MOMENT FROM EQUIP. ABOVE) 2 8 5 . MEMBER LOADS 286. 104 CON GY 3.3 3.25 2 8 7 . I O 4 CON GY 3 . 3 9 . 2 5 2 8 8 . 105 CON GY -3 . 3 3 . 2 5 2 8 9 . 1 0 5 CON GY -3 . 3 9 . 2 5 2 9 0 . 1 0 6 CON GY 3 . 4 3 3 . 2 5 2 9 l .. 1 0 6 CON GY 3 . 4 3 9 . 2 5 2 9 2 . I 0 6 CON GY 3 .. 4 3 J 3 . 2 5 2 9 3 . 1 0 8 · CON GY -3 . 4 3 0 . 2 5 2 9 4 . 1 0 8 CON GY -3 . 4 3 6 . 2.5 295. 109 CON GY -3.43 1.75 2 9 6 . 1 1 0 CON GY O . 6 5 9 . 2 5 2 9 7 . 1 1 0 CON GY 0 . 6 5 1 3 . 2 5 298. 113 CON GY -0.65 6.25 2 9 9 . 1 1 4 CON GY -0 . 6 5 1 . 7 5 3 0 0. * 3 0 1 . * 302. LOADING 11 (SEISMIC LD. WES t W / 5 303. JOINT LOADS 304. 114 117 FX -11.2 3 0 5 . 1 0 5 1 0 8 F X -1 1 ·. 5 3Q6. 101 110 FZ .175 307. 105 114 FZ -.02 ECC. TO NORTH) 308. 108 117 FZ -.160 3 0 9 . * ( COUP-LE FORCES DUE TO MOMENT FROM EQUIP . ABOVE) 3 1 () . MEMBER LOADS 311. 104 CON GY -3.3 3.25 3 1 2 . I 0 4 CON GY -3 . 3 9 . 2 5 3 1 3 . 1 0 5 CON GY 3 . 3 3 . 2 5 3 1 4 . 1 0 5 CON GY 3 . 3 9 . 2 5 3 1 5 . 1 0 6 CON GY -3 . 4 3 3 . 2 5 3 1 6 . 1 0 6 CON GY -3 . 4 3 9 . 2 5 3 I 7 . 1 0 6 CON GY -3 . 4 3 1 3 . 2 5 3 1 8 . I 0 8 CON GY 3 . 4 3 0 . 2 5 3 1 9 . I 0 8 CON GY 3 . 4 3 6 . 2 5 3 2 0 . 1 0 9 CON GY 3 . 4 3 1 . 7 5 321. 110 CON GY -0.65 9.25 User ID: Research Engineers, Inc. --PAGE NO. 6 1D-11 -I I I I I I I I I I I I I I I I I I I FRAME* CALLAWAY MIXER MEZZANINE * 3 2 2 . I I 0 CON GY -0 . 6 5 I 3 . 2 5 3 2 3 . I I 3 CON GY O • 6 5 6 . 2 5 3 2 4 . I 1 4 CON GY O . 6 5 1 . 7 5 3 2 5. * 3 2 6. * 327. LOAD COMB 12 (DL + 2*EQUIP + LL) 328. 1 t.O 2 2.0 j 1.0 3 2-9 . * User ID: Research Engineers, Inc. •· PAGE NO. 330. LOAD COMB 13 (DYNAMIC LOADING PER MANUP.=> DL + 3.5*EQUIP) 3~1. 1 1.0 2 3.5 3 3 2. * 333. LOAD COMB 14 (DL + 2.0*EQUIP +LL+ SLN-W/1.4)*.75 334. 1 .75 2 1.5 3 .75 4 .536 3 3 5. "* 336. LOAD COMB 15 (DL + 2.0*EQUIP +LL+ SLS-W/1.4)*.75 337. 1 .75 2 1.5 3 .75 5 .536 3 3 8 . * 339. LOAD COMB 16 (DL + 2.-0*EQUIP +LL+ SL~-E/1.4)*.75 3'40. 1 .75 2 1.5 3 .75 6 .536 3 4-1 . * 342. LOAD COMB 17 (DL + 2.0*EQUIP +LL+ SLS-~/1.4)*.75 343. 1 .75 2 r.5 3 .75 7 .536 3 44. * 345. LOAD COMB 18_ (DL + 2,0*EQUIP +LL+ SLE-~/1.4)*.75 346. 1 .7-5 2 1.5 3 .75 8 .. 536 3 4 7. * 348. LOAD COMB 19 (DL + 2.0*EQUIP +LL+ SLW-S/1 .4)*.75 349. 1 .75 2 1.5 3 .75 9 .536 3 5 0. * 351. LOAD COMB 20 (DL + 2.0*EQUIP +LL+ SLE-N/1.4)*.75 352. 1 .75 2 1.5 3 .75 10 .536 3 5 3 . * 354. LOAD COMB 21 (DL + 2.0*EQUIP +LL+ SLW-N/1.4)*.75 355, 1 .75 2 1.5 3 .75 11 .536 3 5 6. * 357. LOAD COMB 358. 1 .6375 4 3 5 9. * 3 6 0 . LOAD COMB 361. 1 .6375 5 3 62. * 363. LOAD COMB 364. 1 .6375 6 3 6 5. * 366. LOAD COMB 367. 1 .6375 7 3 6 8. * 3 6 9 . LOAD COMB 370. 1 .6375 8 3 7 1, * 372. LOAD COMB 373. 1 .6375 9 3 7 4. * 22 .536 23 .536 24 .536 25 .536 26 .536 27 .536 (.85*DL + (.85*DL + -(.85*DL + (.85*DL + (.85*DL + (.85*DL + S LN -W /· 1 . 4) * . 7 5 SLS-W/1.4)*.75 S LN -E / 1 . 4 ) * . 7 5 SLS-E/1.4)*.75 S LE -S / I . 4) * . 7 5 SLW-S/1.4)*.75 375. LOAD COMB 28 (.85*DL + SLE-N/1.4)*.75 376. .6375 10 .536 3 7 7 . * 7 I D-11. -I I I I I I I I I I I I I I I I ·I I I FRAME* CALLAWAY MIXER MEZZANINE * 3 7 8 . LOAD C0MB 2 9 ( . 8 5 * DL + S·L W -NI 1 . 4 ) * . 7 5 379. .6375 11 .536 3 8 0. * User ID: Research Engineers, Inc. --PAGE NO. 3 8 1. * 382. * (COMBS. FOR CONNECTION DESIGN USING AMPLIFICATION FACTOR) 383. * A.F.= 2.2 (E-W DIR) A.F.= 2.8 (N-S DIR) 3 8 4. * 385. LOAD COMB 30 (DL + 2*EQUIP +LL+ 2.8*SLN-W/l.4)*.75 386. 1 .75 2 1.5 3 .75 4 1.5 3 8 7. * 388. LOAD COMB 31 (DL + 2*EQUIP +LL+ 2.8*SLS-W/l.4)*.75 389. 1 .75 2 1.5 3 .75 5 1.5 3 9 0. * 391. LOAD COMB 32 (bL + 2*EQUIP +LL+ 2.l*SLN-E/l.4)*.75 392. 1 .75 2 1.5 3 .75 6 1.5 3 9 3. * 394. LOAD COMB 33 (DL + 2*EQUIP +LL+ 2.8*SLS-E/l .4)*.75 395. 1 .75 2 1.5 3 .75 7 1.5 3 9 6. * 397. LOAD COMB 34 (DL + 2*EQUIP +LL+ 2.2*SLE-S/l.4)*.75 .3 9 8 . 1 · . 7 5 2 1 . 5 3 ·. 7 5 8 1 . 1 8 3 9 9. * 400. LOAD COMB 35 (DL + 2*EQUIP +LL+ 2.2*SLWrS/l.4)*.75 401. 1 .75 2 1.5 3 .75 9 1.18 4 0 2. * 403. LOAD COMB 36 (DL + 2*EQUIP +LL+ 2.2*SLE-N/l .4)*.75 404. 1 .75 2 1.5 3 .75 10 1.18 4 0 5. * 406. LOAD COMB 37 (DL + 2*EQUIP +LL+ 2 .. 2*SLW-N/·l.4)*.75 407. 1 .75 2 1.5 3 .75 11 1.18 4 0 8. * 4 0 9. * 410. *(COMBS. FOR COLUMN AXIAL CHECK PER UBC' 97, SECT. 2213.5.1) 4 1 1 . * 412. LOAD COMB 38 413. 1 .75 2 1.275 4 1 4. * 415. LOAD COMB 39 416. 1 .75 2 1.275 ·4 1 7. * 418. LOAD COMB 40 419. 1 .75 2 1.275 42 0. * 421. LOAD COMB 41 422. 1 .75 2 1.275 42 3 . * 424. LOAD COMB 42 425. 1 .75 2 1.275 42 6. * 427. LOAD COMB 43 428. 1 .75 2 1.275 42 9. *· 430. LOAD COMB 44 431. 1 .75 2 1.275 4 3 2. * 433. LOAD COMB 45 3 3 3 3 3 3 3 (DL + . 52 5 (DL + .525 (DL + .525 (DL + .525 .(DL + .525 (DL + .525 (DL + .525 (DL + 1 . 7 *EQUIP + .7*LL + 2 . 8 * S LN -W / 1 . 4) * . 7 5 4 1 . 5 1. 7*EQUIP + .7*LL + 2.8*S~S-W/l.4)*.75 5 I'. 5 l.7*EQU1P + .7*LL + 2 . 8 * S L,N -E / 1 . 4 ) * . 7 5 6 1 . 5 l.7*EQUIP + .7*LL + 2.8*SLS-E/l.4)*.75 7 1 . 5 l.7*EQUIP + .7*LL + 2.2*SLE-S/l.4)*.75 8 1 . 1 8 l.7*EQUIP + .7*LL + 2.2*SLW-S/l.4)*.75 9 1 . 1 8 I. ?*EQUIP + .7*LL + 2.2*SLE-N/l.4)*.75 1 o· 1 . 1 8 1. ?*EQUIP + .7*LL + 2 .2*SLW-N/ 1.4)*. 75 8 ID--13 -I I I I I I I I . 1 I I I I I I I I I FRAME* CAI.,LAWAY MIXER MEZZANINE * 434. .7S 2 1.275 3 .525 11 1.18 4 3 5 . * 4 3 6 . LOAD COMB 437. 1 .6375 4 43 8·. * 4 3 9 . LOAD ·COMB 440. I .6375 5 4 4 I . * 442. LOAD COMB 443. I .6375 6 4 44. * 445. LOAD COMB 446. I .6375 7 4 4 7. * 448. LOAD COMB 449. I ·.6375 8 4 5 0. * 451. LOAD COMB 452. I .6375 9 4'5 3 : * 46 l . 5 47 l . 5 48 l . 5 49 l . 5 50 l . 5 5 l l . l 8 (.85*DL + 2. 8 * SL:N-W / .l. 4,) *. 7 5 ( . 8 5 *DL + 2.S*SLS-W/l.4)'.75 (.85*DL + 2 . 8 * S LN -E / I . 4) * . 7 5 (.85*DL + 2.8*SL,S-E/l.4)*.75 (.85*DL + 2. 2 * SLE -S / I . 4) *. 7 5 (.85*DL + 2.2*SLW-S/I .4)*.75 454. LOAD COMB 5'2 (.85*DL + .2.2*SLE-N/l.4)*.75 455. I .6375 10 1.18 4 56. * 4 5 7 . LOAD COMB 5 3 ( . 8 5 * DL + 2 . 2 *SL W -N / I . 4) * . 7 5 458. I .6375 11 I .II User ID: Research Engineers, Inc. ' --PAGE NO. 4 59. * 460. *** (LOAD COMBS. 54 THRU 69 COLLECT,OR ELEMENT CHECK PER) 461. *** (U.B.C.'97 I SECTION 1633:2.6) (STRESS INCR=>l/l.7=.588) 46.2. *** (EM=A,.F.*EH) A.F.=2.2(E-W DIR) A.F.=2.8(N-S DIR) 4 63. * 464~ LOAD COMB 54 (l .2*DL+l.2*EQUIP+.5*(EQUIP+LL)+EM-SLN-W)*.588 465. l .105 2 1.0 3 .294 4 1.65 . 4 6 6. * 467. LOAD COMB 55 (l.2*DL+l.2*EQUIP+.5*(~QUIP+LL)+EM-SLS-W)*.588 468. l .705 2 1.0 3 .294 5 1.65 4 6 9. * 470. LOAD COMB 56 (l.2*DL+l . .2*EQUI~+.5*(EQUIP+LL)+EM-SLN-E)*.588 47'1. I .705 2 1.03.2946 1.65 4 7 2. * 473. LOAD COMB 57 (l.2*DL+l.2*EQUIP+.5*(EQUIP+LL)+EM-SLS-E)*.588 474. l .705 2 1.0 3 ,294 7 i.65 4 7 5. * 476. LOAD COMB 58 (l.2*DL+l.2*EQUIP+.5*(EQUIP+LL)+EM-SLE-S)*.588 477. 1 .705 2 1.0 3 .294 8 1.29 4 7 8. * 479. LOAD COMB .59 (I .2*DL+l .2*EQUII'+.5*(EQUiP+LL)+EM-SLW-S)*.588 480. I .705 2 1.0 3 .294 9 1.29 4 8-1 . * 482. LOAD COMB 60 (I.2*DL+l.2*EQUIP+.5*(EQUiP+LL)+EM-SLE-N)*.588 483. l .1·05 2 1.0 3 .294 10 1.29 4 8 4. * 485. LOAD COMB 61 (I.2*DL+l.2*EQUIP+.5*(EQUIP+LL)+EM-SLW-N)*.588 486. i .705 2 1.0 3 .294 11 1.29 4 8 7. * 418. LOAD COMB 62 (0.9*DL + EM-SLN-W)*.518 489. 1 .53 4 1.65 9 1/J-JL/ -I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 10 * 4 9 0. * 491. LOAD COMB 63 (0.9*DL + EM,SLS-.W)*.588 492. 1 .53 5 1.6~ 4 9 3. * 494. LOAD COMB 64 (0.9*DL + EM-SLN-E·)*.588 495. 1 .53 6 1.65 49 6. * 497. LOAD, COMB 65 (0.9*DL + EM-SLS-E)*.588 498. 1 .53 7 1.65 4 99. * 500. LOAD COMB 66 (0.9*DL + EM-SLE-S}*.588 501. 1 .53 8 1.65 5 0 2. * 5-03. LOAD COMB 67 (0.9*DL + EM-SLW-S)*.588 504. 1 .53 9 1..65 5 0 5 . * 506. LOAD COMB 68 (0.9*DL + EM-SLE-N)*.588 507. 1 .53 10 1.65 5 0·8. * 509. LOAb COMB 69 (0.9*DL + EM-SLW.N)*.5t8 510,. 1 .53 4 1.65 5 11. * 5 1 2 . * 513. PERFORM ANALYSIS P R Q B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 42/ 68/ 6 ORIGINAL/FINAL BAND-WIDTH= 30/ 9 TOTAL PRIMARY LOAD CASES 11, TOTAL DEGREES OF FREEDOM 222 SIZE OF STIFFNESS MATRIX= 11100 DOUBLE PREC. WORDS REQRDlAVAlL. DIS.I( SPACE= 12.23/ 1070.0 MB, EXMEM = 1970.0 MB ++ Processing Eiement Stiffness Matrix. ++ Proc-essing G.loba·l Stiffness Matrix. ++ Procdssing Triangular Factoriiatio~. ***WARNING -iM,PROPER LOAD WILL CAUSE INSTABILITY DIRECTION~ MY PROBABLE CAUSE MODELING PRO8LEM ++ Calculating Joint Displacements. + + C a l· c u I a t i· n g M e m b e r F o r c e s . 514. * 5 15. * (USE FOR LOADING MAT fOUNDAT ION). 5 I 6 .. LOAD LIST 1 TO I 3 5r7. YRJNT SUPPORT REACTIONS 7: 3 3: 7 7: 3 3: 7 7: 3 3: 7 AT JO INT 109 -.146E-09 7: 3 3: 7 7: 3 3 : 7 I 0-J.5 User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 1 1 I * JD-lb I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X .FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 1 . 1 2 1 5 . 2 6 l'.09 4.08 .00 .00 2· . 1 0 9.50 .57 2 . 1 8 .00 .00 3 .04 5.~5 .34 1 . 2 7 .00 .00 I 4 .02 7.66 8.19 46. 17 .00 .00 5 -. 0 2 -7.66 -8 . 1 9 -46. 17 .00 .00 6 .05 7.08 7.26 40.93 .00 .00 7 -. 0 5 -7 . 0 8 -7. 2 6 -40.93 .00 .00 I 8 -. 2 4 -2. 7 3 -. 44 -2. 2 5 .00 .00 9 .24 2. 7 3 .44 2.25 .00 .00 1 0 -.25 -2. 4 5 . 0 1 .28 .00 .00 1 1 .25 2. 4 5 -. 0 1 -.28 .00 .00 I 12 .36 3 9 . 8 1 2.58 9. 7 1 .00 .00 1 3 .47 4 8. 5 0 3 . ·l 0 1 1. 7 1 .00 .00 5 r 1 . 4 1 3 3. 9 4 1.26 4.16 .00 .00 2 .67 2 1 . 1 8 1 . 5 2 5.75 .00 .00 3 .58 12.90 .34 1 . 2 8 .00 .00 I 4 -.76 8. 4 3 7. 8 2 4 3. 7 0 .00 .00 5 .76 -8 . 4 3 -7.82 -43.70 .00 .00 6 .85 1 1 . 5 1 7. 7 4 4 3. 3 0 .00 -. 00 7 -.85 -11.51 -7 . 7 4 -43 .30 .00 .00 I ~ -10.15 -21.56 .67 2. 63 .00 .00 9 1 0 . 7 5 21.56 -. 6 7 -2.63 .00 .00 1 0 -11.43 -22.90 .63 2.36 .00 .00 1 1 1 1 . 4 3 22.90 -.63 -2. 3 6 .00 .00 I 1 2 3.32 8 9. 2 1 4.64 1 7 . 5 4 .00 .00 1 3 3. 7 4 108.09 6.58 2 4. 8 9 .00 .00 8 1 -1. 5 0 11 .23 1.04 3 . 9 1 .00 .00 2 -.70 .92 .29 1 . 1 5 .00 .00 I 3 -.62 7. ~4 .43 1.62 .00 .00 4 -1 . 6 5 8. 6 6 7.28 40.93 .00 .00 5 1 . 6 5 -8.66 -7. 2 8 -40.93 .00 .00 6 -.05 5. 7 7 7. 8 6 4 4. I 7 .00 .00 7 .05 -5.77 -7 . 8 6 -44.17 .00 .00 I .8 -10.85 24.29 .44 2.27 .00 .00 9 IO . 8 5 -24.29 -. 44 -2. 2 7 .00 .00 1 0 -1 1 . 5 1 25.34 .02 -. 0 8 .00 .00 1 1 1 1. 5 1 -25.34 -.02 .08 .00 .00 I 1 2 -3.52 2 0. 6 1 2.04 7. 8 2 .00 .00 1 3 -3.95 14,.46 2. 0 5 7.93 .00 .00 1 0 r . 1 2 15.01 , 1 . 0 9 -4, 0 7 .00 .00 2 .09 7. 8 9 -.53 -1 . 9 5 .00 .00 I 3 . 03 5.80 -.34 -1.27 .00 .00 4 -.02 -7 . 6 5 8.19 46.18 .00 .00 5 .02 7.65 -8 . 1 9 -46.18 .00 .00 6 -.05 -7.07 7.26 40.92 .00 .00 I 7 .05 7.07 -7 . 2 6 -40.92 .00 .00 8 -.27 -2. 2 8 -.22 -1 . 4 5 .00 .00 9 .27 2. 2 8 .22 1 . 4 5 .00 .00 I- I I I I -FRAME* CALLAWAY MIXER MEZZANINE * I I SUPPORT REACTIONf -UNIT KIP FEEt STRUCTURE TYPE JOINT LOAD FORCE-X FORCE-Y .FORCE ,Z MOM-X I 1 0 · . 2 5 -2.52 .23 1 . 0. 7 1 1 .25 2.52 • . 2 3 · 1 : 0 7 1 2 .33 36.58 -2.48 .· 9. 2 4 I 14 1 3 .43 42.61 -2.94 -10.90 l l .. 5 9 36.61 · l . .2 3 -4.58 2 . 9 l 2 5. 6 6 ·l .54 -5.72 3 .53 l l . 9 4 -.34 -l . 2 8 4 .76 • 8. 4 4 7. 7 2 4 3. 3 3· 5 · . 7 6 8.44 -7.7i .43 .33 6 -,86 -11.52 7.64 47,93 7 . 8 6 1 l . 5 2 • 7. 6 4 -42.93 8 -12.11 -24.97 -.62 -2.23 9 l 2 . I I 24.97 .62 2.23 1 7 I 0 -10.94 -22.61 · . 6 6 -2.49 l I l 0. 9 4 22.61 .66 2 .. 4 9 l 2 3 . 9 5 9 9. 8 7 -4.64 -17.30 l 3 4.79 126.43 • 6 . 6 l -24.60 l · l . 7 4 l 4. 4 3 -1. 08 · 4. 0 0 2 -l . 0 7 5. 2 2 -.3i -1 . l 2 3 -.56 7.06 · . 43 · 1. 5 8 4 1.66 -8.64 7 . ·1 9 40.60 5 · l . 6 6 8 .. 6 4 · 7 . 1 9 • 4· 0 . 6·0 6 .06 -5 . 7 6 7.77 43.84 7 -.06 5.76 -7.77 -43.84 8 · l 2 . l 8 27.26 . l 9 l . 3 1 9 1 2 . l 8 -27.26 • . 19 · l . 3 l 1 0 -11. 02 25.15 -. 2 3 -1 .03 1 l 1 1. ·o 2 -25.15 .23 1 . 0 3 l 2 -4.44 3 l . 9 2 · 2 . 1 4 -7 . 8 3 1 3 • 5 . 4 8 32.69 -2 . l 9 · 7. 9 3 User ID: Research Engineers, Inc. ·· PAGE NO. 12 SPACE MOM-Y MOM z .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .·o o .00 .00 .00 .00 .00 .00 I I I I I I I ************** END OF LATES·T ANALYSIS REStJLT ************** I I I I. I I I I I 5 r 8 . * 519. * (USE FOR BASEPLATE DESIGN) 520. LOAD LIST 30 TO 37 521. PRINT SUPPORT REACTIONS User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 1 3 I * /{)-/ B 1· SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 30 . 3 1 4 1. 3 4 14.22 7 6. 5 4 .00 .00 3 l .24 1 8 . 3 7 -10.36 -61.97 .00 .00 32 . 3 5 40.48 1 2 . 8 3 6 8 .. 6 8 .00 .00 I 33 . 1 9 19.23 -8. 9 6 -54.l'l .00 .00 34 -. 0 1 2 6. 63 1 . 4 2 4.63 .00 .00 3 5' .55 33.08 2.45 9.94 .00 .00 36 -. 0 2 26.96 1 . 9 5 7 . 6 1 .00 .00 I 37 .57 32.75 1.92 6.95 .00 .00 5 30 1.34 79.55 1 5 . 2 1 78.70 .00 .00 3 1 3.63 54.27 -8.24 -52.39 .00 .00 32 3.76 84.17 15.09 7 8 . 1 1 .00 .00 33 1 . 2 2 49.65 -8 . 1 3 -51.80 .00 .00 I 34 -10.20 4 1 . 4 7 4.28 I 6 . 2 5 .00 .00 3 5 1 5 . 18 92.35 2.69 10.05 .00 .00 36 -10.99 3 9. 8 9 4.22 15.94 .00 .00 . 3 7 1 5 . 9 7 93. 9 3 2.74 1 0. 3 7 .00 .00 I 8 30 -5 . 1 2 28.44 1 2 . 4 6 67.26 .00 .00 31 -. 1 6 2.48 -9.39 -55.52 .00 .00 32 -2 . 7 1 2 4. 1 2 1 3 . 3 2 72. 12 .00 .00 33 -2 . 5 7 6 . 8 1 -10.26 -60 .. 38 .00 .00 I 34 -15.44 4 4. 1 3 2.05 8. 5 4 .00 .00 .3 5 1 0 . I 6 -13.20 1 . 0 I 3.19 .00 .00 36 -16.22 45.36 1 . 5 6 5.77 .00 .00 37 10.94 -14.43 1. 51 5. 9 7 .00 .00 I 1 0 30 . 2 1 1 5 . 9 7 1O.43 62.34 .00 .00 3 1 .28 3 8 . 9 1 -14.15 -76.20 .00 .00 32 . 1 6 1 6 . 8 3 9.03 54.45 .00 .00 33 .33 38.05 -12.75 -68.31 .00 .00 I 34 -.07 24.74 -2 . 1 2 -8.64 .00 .00 35 . 5 6 3 0 . 1 3 -1.60 -5 . 2 2 . .00 .00 36 -.04 24.46 -1. 6 0 -5.66 .00 .00 3 7 .53 30.42 -2. 1 3 -8 . 1 9 .00 .00 1 4 3 0 4. 1 0 62.24 8. 0 9 52.02 .00 .00 I 3 1 1 .82 87.57 -15.06 -77.96 .00 .00 32 1.68 57.62 7.98 5 1 . 42 .00 .00 33 4.25 9 2 . 1 9 -14.95 -77.37 .00 .00 34 -11.33 45.44 -4.22 -15.61 .00 .00 I 35 17.25 104.37 -2. 7 5 -10.34 .00 .00 3 6 -9 . 9 5 48.23 -4.27 -15.91 .00 .00 37 1 5 . 8 7 101.58 -2.70 -10.03 .00 .00 1 7 30 -. 8 5 1 0 . 9 7 9.19 55.03 .00 .00 I 3 1 -5 . 8 1 3 6 . 9 1 -12.40 -66.77 .00 .00 32 -3 . 2 4 1 5 . 3 0 1 0 . 0 6 5 9. 8 9 .00 .00 33 -3 . 4 2 3 2. 5 8 -13.26 -71.63 .00 .00 34 -17.71 5 6 . 1 1 -1. 3 8 -4.32 .00 .00 I 3 5 1.1. 0 5 -8.23 -1. 8 2. -7. 4 2 .00 .00 36 -16.34 5 3. 6 I -1. 8 8 -7.09 .00 .00 37 9.68 -5.73 -1 . 3 3 -4. 6 5 .00 .00 I I I I I - I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 14 * 1/J-J 9 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z ************** END OF LATEST ANALYSIS RESULT************** 5 2.2. * 523. LOAD LIST 12 TO 29 524. PRINT SECTION MAX DISPLACMENT -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. l 5 I * /IJ., zv I MAX MEMBER SECT! ON DISPLACEMENTS ---.. ----,---.. ------.. -----------..... - UNIT= INCH FOR FPS AND CM FOR MET.RJC/Sl SYSTEM I MEMBER MAX DISP LOCATION LOAD L/DISPL 1 .00857 4 5. 0·0 1 5 12604 I 2 .00273 1 8 . 0 0 1 4 1 3 170 3 .00861 81.00 1 3 12548 4 .00222 15.00 1 4· 16202 5 .00721 3 6. 0 0 1 7 149 8 1 I 6 .00209 1 8 •. 0 0 1 6 17217 7 .00846 45.00 ,J4 12762 8 .00273 18. 0 0 1 5 1 3 183 9 .00873 81 .00 1 3 12372 I 1 0 .00206 1 5 •, 0 0 15 17452 1 1 .00744 36.00 1 6 14518 1 2 .00192 18. 00 1 7 18790 1 0 1 .00056 21.00 1 5 64823 I 1 0 2 . 0 I 190 51.00 {3 8568 103 .00053 1.5. 0 0 1, 4 68458 104 .20185 87. ·o 0 13 862 1 0 5 .19827 87.00 1 3 877 106 .22347 87.00 1 3 778 I 1 0 7 .00046 21.00 1 5 77637 108 . 0 3 3 7 3· 5 1. 0 0 1 3 3024 1 0 9 .00078 1 5 . 0 0 1 3 46073 1 1 0 .07615 87.00 1 3 2284 ,1 1 I 1 .12167 8 7. 0.0 1 3 1430 1 1 2 .00045 21.00 1 7 8 0 1 1 0 1 1 3 .00975 51.00 q 10462 1 1 4 .00073 15.00 l 6 49640 ·I 1 1 5 .09716 87.00 I 2 1790 l l 6 .00034 10.00 1 2 70011 l 1 7 .00066 10.00 1 2 36281 1 1 8 .00042 10.00 1 2 5 7 5 3 1 1 19 .00014 7.50 I 2 * ·* * * * I I 2 0 .00024 7. 5 0 12 75362 1 2 1 . 00 0 13 · 7. 5 0 1 2 * * * * * 2 0 1 .00503 3 0. 1 0 1 3 10255 202 .00391 28.38 1 3 14522 I 203 .00150 16.50 1 3 26417 204 . 0 0 l '9 3 1 1 ·. 7 0 1 3 14533 205 .00088 1 L l 2 1 3 29616 206 .00039 12. 75 1 3 * * * * * I 207 .00149 21. 2 5 1 2 34290 208 .00000 2 1 . 4 9 1 3 0 2'0·9 .00474 30.10 I 3 10889 2 1 0 .00335 28.38 1 3 16964 I 2 1 1 .00139 1 6 . 5 0 13 2.8 5 1 4 212 ·.00193 1 1 . 7 0 1 3 14529 213 .00093 1 5 . 1 2 1 3 27745 214 .00094 3 4. 0,0 1 3 54464 I 2 1 5 .00198 2 1. 2 5 1 3 25755 2t6 .. 00000 2 1 . 4 9 1 3 0 I I I I - I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME '* CALLAWAY MIXER ME?:ZANINE --PAGE NO. l 6 * I fJ-2/ 3 0 l .00000 . 0 o· l 0 302 .00000 .00 l 0 303 .00000 .00 l 0 304 .00000 .00 . l 0 305 .00000 .00 l 0 306 .00000 • O·O l 0 401 .00000 .00 l 0 402 .00000 .00 l 0 5 0 l .00000 .00 1 0 502 .00000 .00 i 0 5Q3 .00000 .00 1 0 504 .00000 .00 r 0 ***•******** END OF SECT DISPL RESULTS *********** 5 2 5 . * 5 2 6 . LOAD LI ST 4 TO 1 1 527. *12 TO 2.9 528. PRINT JOINT DISPLACEMENTS LIST 101 105 108 110 114 117 r - I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 17 * /{)-2 z_ JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE= SPACE ------------------ JOINT LOAD IO I 4; 5 6 7 8 9 I 0 I I 105 4 5 6 7 8 9 I 0 I I 108 4 5 6 7 8 9 I 0 I I 110 4 5 6 7 8 9 I 0 1 I 1 I 4 4 5 6 7 8 9 1 0 1 1 1 1 7 4 5 6 7 8 9 l 0 I I \ X-TRANS .00419 -.00419 -.00226 .00226 .04446 -. 04446 .04718 -.04718 .00422 -.00422 -.00230 .00230 .04449 -.04449 .04720 -. 04720 .00422 -.00422 -.00228 . 00228 .04451 -.04451 .04721 -.04721 -.00433 .00433 .00235 -.00235 .05016 -.05016 .04540 -.04540 -.00419 .00419 . O·O 2 3 0 -.00230 .. 05017 -.05017 .04543 -.04543 -. O·O 4 2 3 .00423 .00230 -.00230 .05018 -.05018 .04544 -.04544 Y-TRANS -.00135 .00135 -.00127 .00127 .00069 -. 00069 .00065 -.00065 -.00180 .00180 -.00214 .00214 .00273 -.00273 .00288 -.00288 -.00121 .00121 -.00087 .00087 -.00314 .00314 -.00325 .00325 .00135 -.00135 .00127 -.00127 .00062 -.00062 .00065 -. 00065 .00183 -.00183 .00218 -.00218 .00323 -.00323 .00296 -.00296 .00123 -.00123 .00089 -.00089 -.00356 .00356 -.00332 .00332 Z-TRANS -.12481 .12481 -.11072 .11072 .00497 -.00497 -. 0 0 1,8 2 .00182 -.11627 . 11627 -.115~5 .11535 -.00083 .00083 -.00003 .00003 -.1100-9 .11009 -.11873 .11873 -.00499 .00499 .00129 -.00129 -.12486 .12486 -.11069 . I IO 6 9 .00497 -.00497 -.00182 .00182 -.11627 .11627 -.11534 . 11534 -.00080 .00080 .00000 .00000 -.11008 .11008 -.11872 .11872 -.00499 .00499 . 00128 -.00128 X-ROTAN -.00008 .00008 -.00007 .00007 -:00003 .00003 -. 0·0 0 0 3 .00003 -.00003 .00003 -. 00004 .00004 .00002 -.00002 .00002 -.00002 -.00006 .00006 -.00006 .00006 .00001 -.00001 .00001 -.00001 -.00008 . 00_008 -.00007 .00007 .00003 -.00003 .00003 -. 00003 -.00004 .00004 -.00004 .00004 -.00003 .00003 -. 00002 .00002 -.00007 .00007 -.00007 .00007 -.00001 .00001 -. 0 0 0 O·I .00001 Y-ROTAN -.00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 .00001 -.00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 :00001 -.00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 .00001 -,00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 .00001 -.00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 .00001 -.00005 .00005 .00003 -.00003 .00003 -.00003 -.00001 .00001 Z-ROTAN -. 00006 .00006 -.00006 .00006 .00002 -. 00002 .00002 -. 00002 .00001 -.00001 .00001 -.00001 -.00003 .00003 -.00003 .00003 .00003 -.00003 .00004 -. 00004 -.00005 .00005 -.00006 .00006 .00006 -.00006 .00006 -. 00006 .00002 -.00002 .00002 -. 00002 -.00001 .00001 -.00001 .00001 -.00003 .00003 -.00003 .00003 -. 00003 .00003 -.00005 .00005 -. 00007 .00007 -.00006 .00006 'i -I I I I I I I I I I I I I I I I I I I · User ID: Research Engineers, Inc. ERAME * CALLAWAY MIXER MEZZANINE --PAGE NO. I 8 * //J-23 ************** END OF LATEST ANALYSIS RESULT***•********** 5 2 9. * 5~0. * (USE FOR CONNECTION DESIGN) 5 3 I . LOAD LI ST 3 0 TO 3 7 532. PRiNT MAX FOiCE ENV -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 1 9 I * ID-Z'/ I MEMBER FORCE ENVELOPE -------.. -------... ------ ALL UNITS ARE KIP FEET I MAX AND MIN FORCE VALUES AMONGST AI..,L SECTION LOCATIONS I MEMB FY/ DI ST LD MZ/ DI ST LD FZ DI ST LD MY DIST LD FX DI ST LD MAX 14.22 .00 30 7 6. 5 4 .00 30 I .57 .00 37 5 . 1 3 9.00 3 7 41 .34 C .00 30 MIN -10.36 9.00 3 1 -61.97 .00 3 1 -.02 9.00 36 -. 2 2 9.00 36 1 8 . 3 7 C 9.00 3 1 I 2 MAX -.08 .00 3 1 3 1 . 4 9 3. 0 0 3 1 .57 .00 37 6.84 3.00 37 28.65 C .00 3 1 MIN -5.06 3.00 30 -51.47 .00 30 -.02 3.00 36 -. 2 9 3.00 36 2 2. 0 5 C 3.00 30 I 3 MAX 1 5 . 2 l .00 30 78.70 .00 30 . 1 6 .00 37 1 . 4 0 9.00 37 7 9. 8 3 C .00 32 MIN -8. 2 4 9.00 3 1 -58.16 9.00 30 -. 3 6 9.00 36 -3 . 2 2 9.00 36 48. 16 C 9. 0 0 33 I 4 MAX -6. 4 4 .00 35 43. 3 8 3 . 0 0 3 1 .1'6 .00 3 7 1,. 8 7 3.00 37 66.92 C .00 3 7 MIN -12.61 3. 0 0 34 -58.16 .00 30 I -. 3 6 3. 0 0 36 -4 .-2 9 3.00 3 6 35.05 C 3.00 36 5 MAX 1 3 . 3 2 .00 32 72.12 .00 32 . 3 1 .00 37 2.77 9.00 3 7 27.27 C .00 3 6 I MIN -10.26 9.00 33 -60.38 .00 33 -. 1 6 9.00 36 -1 . 4 1 9.00 36 2.46 T 9.00 37 6 MAX -. 8 7 .00 33 34.56 3.00 33 -1 . 2 3 .00 37 2.77 • O·O 37 20.51 C .00 36 I MIN -5.79 3. 0 0 32 -47.80 .00 32 -1 .69 3.00 36 -6. 4 8 3.00 36 8.44 T 3.00 37 7 MAX 10.43 .00 30 62.34 .00 30 -I .56 .00 35 5. 0 5 9.00 35 3 8 . 9 1 C .00 3 1 MIN -14.15 9. 0 0 3 1 -76.20 .00 3 1 -.07 9.00 34 -. 6 5 9.00 34 1 5 . 9 7 C 9.00 30 I 8 MAX 4,. 6 2 .00 3 1 5 I . 1 9 .00 3 1 .56 .00 3 5 6. 7 4 3 . 0 0 35 2 6. 7 5 C .00 30 MIN -. 36 3. 0 0 30 -31 .53 .00 30 .... 0 7 3. oo, 34 -. 8 6 3.00 34 20. 14 C 3.00 3 1 I 9 MAX 8. 0 9 .00 30 57. 5-8 9.00 3 I .20 .00 35 I . 8 I 9.00 3 5 87.34 C .00 33 I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZ,?:ANINE --PAGE NO. 20 I * 1/J--Z~ MIN -15.06 9.00 3 1 -77 .. 96 • 0·0 3 1 -.34 9. 0 o. 34 .• 3 . 0 4 9.00 34 55.65 C 9.00 32 I 1 0 MAX 13.76 .00 36 57.58 .00 3 I .20 .00 3 5 2 . 4 1 3.00 35 7 5 . 1 7 C .00 3 5 MIN 7.23 3. 00 37 -47. 19 3. 0 0 30 I -.34 3. 0 0 34 -4.05 3.00 34 3 9. 8 7 C 3.00 34 1 1 MAX 10.06 .00 32 59. 8 9 .00 32 .28 .00 35 2. 4 8 9.00 35 36.41 C .00 34 I MIN -13.26 9.00 33 -71.63 .00 33 -. 2 1 9.00 34 -1 . 8 9 9.00 34 3.90 C 9.00 3 5 1 2 MAX 7.09 .00 33 47.74 .00 33 I -1. 2 5 .00 3 5 2·. 4 8 .00 3 5 2 7. 8 8 C .00 34 MIN 3 . 1 0 3. 0 0 32 -39.93 3. 0 0 32 -1 . 7 4 3. 0 0 34 -7 . 1 1 3 . 0 0 34 3.96 T 3. 0 0 35 I 101' MAX 10.28 .00 3 1 22.42 3 . 0 0 30 .00 .00 36 .00 3.00 36 1 1 . 8 4 C .00 3 1 MIN -8.23 3. 0 0 30 -29.58 3. O 0 3 1 .00 3. 0 0 37 .00 3.00 37 1 7. 3 7 T 3.00 30 I 102 MAX 11 . 0 5 .00 30 2 3. 13 8.50 3 1 .00 .00 3 5 .00 7.79 35 1 . 9 2 C .00 3 0 MIN -10.30 8.50 3 1 -29.58 .00 3 1 .00 8.50 34 .00 7.79 34 1 . 5 6 C 8.50 3 1 I 103 MAX 8. 4 7 .00 3 1 2 3 . 1 3 .00 3 1 .00 .00 33 .00 .00 32 1 2 . 7 1 C .00 30 MIN -10.04 3. 0 0 30 0 28.85 .00 30 I .00 3. 0 0 32 .oo .00 33 1 7 . 2 1 T 3.00 3 I 1 0 4 MAX 24.03 .00 3 5 .00 .00 30 .00 .00 30 .00 i 3. 2 9 30 .05 C .00 3 I I MIN -20.11 1 4 . 5 0 37 -106.80 7 . 2 5 37 .00 14.50 3 1 .00 13. 2 9 3 I .02 T I 4. 5 0 30 1 0 5 MAX 2 3. 3 7 .00 34 .00 .00 30 .00 .00 30 .00 1 3 . 2'9 30 .04 C .00 3 I I MIN -19 .. 43 14.50 36 -103.82 7. 2 5 36 .00 14.50 3 1 .00 1 3 . 2 9 3 1 .03 C ·14 . 5 0 30 1 0 6 MAX 20.74 .00 35· .00 .00 30 I .00 .00 30 .00 1 3 . 2 9 30 .05 C .00 37 MIN -26.34 \ 4 . 5 0 37 -97.41 7 . 2 5 37 .00 1 4 . 5 0 3 1 .00 I 3 . 2 9 3 1 . 0 I T I 4. 5 0 3 6 I 1 0 7 MAX 8. 6 9 .00 3 1 I 8. 7 6 3. 0 0 30 .00 .00 37 . 0·0 3. 0 0 37 6.29 C .00 3 I MIN -7 . I 7 3. 0 0 30 -24.14 3 . 0 0 3 1 .00 3. 0 0 36 .00 3 . 0 0 3 6 2 1. 5 0 T 3.00 3 0 I 1 0_8 MAX 19.89 .00 30 1 8. 7 6 .00 30 .00 .00 35 .00 7. 7 9 3 5 6.95 C .00 3 6 I (Wt1Xt/'f 1 ~ { Al-s) I 'l,A)C -26. 3 µ._ .., I 7-v1t.. ... C -22.0 1( <(_ Z6# lf k - I l'HIJ;K -t pet' e.o d -ve dOoJ 1d6/~ tv/o s:/re~s /,./C("t!,lfl.Se / I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY Ml'XER MEZZANfNE --PAGE NO. 2 I JD-zt, * MIN -I 7 . 2 9· 8. 5 0 3 I -39.29. 4.96 34 .00 8.50 34 .00 8.50 36 3.85 C 8.50 3 7 I 109 MAX 9.97 .00 3 1 16.15 . 00 3 1 .00 .00 3 5 .00 .00 34 4. 8 7 C .00 30 MIN -11.60 1 . 7 5 30 -28.34 .00 30 I .00 3. 0 0 34 .00 .00 3 5 22.01 T 3.00 3 1 I 1 0 MAX 7.92 .00 3 5 . 0,0 .00 30 .00 .00 30 .00 1 3 • 2 9 30 . 1 2 T .00 3 7 I MIN -12.71 14.50 37 -40.09 8.46 37 .00 I 4. 5 0 3 I .00 1 3 . 2 9 3 1 . I 8 T I 4 . 5 0 3 6 I 1 I , MAX I 1 . 0 I .00 30 .00 .00 30 I .00 .00 30 .00 I 3 . 2 9 30 . I I T .00 30 . MIN -18.45 1 4 . 5 0 33 -60.37 9. 6 7 32 .00 I 4 . 5 p 3 I .00 I 3 . 2 9 3 1 . 1 3 T 1 4 . 5 0 3 1 I 112 MAX 9.26 .00 33 23.46 3.00 32 .00 .00 33 .00 3. 0 0 33 I 2 . 0 I C .00 33 MIN -8.79 3.00 32 -25.88 3. 0-0 33 .00 3. 0 0 32 .00 3. 0 0 32 16.26 T 3. 0 0 32 I I I 3 MAX 10.32 .00 32 23.46 .00 32 . o,o .00 34 .00 7.79 34 3.03 C .00 34 MIN -10.93 8.50 33 -30.93 8.50 32 .. 0 0 8 .. 5 0 3 5 .00 7. 7 9 3 5 2.45 C 8. 5 0 35 I I I 4 MAX 9. 4 3 .00 3.3 r 8 . o s .00 33 .00 .00 3q .00 .00 3 7 9 . 8 I C .00 32 MIN -11.74 I . 7 5 32 0 30.93 .00 32 I .00 3. 0 0 37 .00 .00 36 I 7 . 7 3 T 3. 0 0 33 1 I 5 MAX 1.04 .00 30 .00 .00 30 .00 .00 3 1 .00 I 3 .. 2 9 3 I .00 C .00 33 I MIN -I . 0 4 14.50 37 -3.78 7.25 37 .00 14.50 30 .00 1 3 . 2 9 30 .00 T I 4 . 5 0 32 1 1 6 MAX .99 .00 3 1 1 . 9 8 .00 3 I .00 .00 32 .00 .00 33 .00 C .00 32 I j\.:IIN .99 2.00 30 .00 2.00 31 .00 2. 0 0 33 .00 .00 32 .00 T 2.00 33 1 1 7 MAX 1 . 9 1 .00 30 3.83 .-0 0 30 I .00 .00 32 .00 .00 33 .00 C .00 33 MtN 1 . 9 1 2.00 3 1 . .0 0 2.00 30 .00 2.00 33 .00 .00 32 .00 T 2.00 32 ·1 I I 8 MAX 1 . .2 ! .00 33 2,42 .00 33 .00 .00 36 .00 .00 3 5 .00 C .00 3 1 MIN 1 . 2 1 2.00 32 .00 2.00 37 .00 2.00 37 .00 2.00 37 .00 T 2. 0 0 30 I I 1 9 MAX .95 .00 30 1 . 4 2 . 0.0 30 .00 .00 32 .00 .00 33 .00 C .00 3 I I I ( w1o;<iz/i) I V: ·s; /.J/ ( ()fA><. (,r1~,s,11~,d) I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXE.R MEZZANINE --PAGE NO. 22 I * l!J-z:7 MIN •. 9 5 1 . S 0 3 1 .00 1 . 5-0 32 .00 1.50 33 .00 .00 32 .00 T 1 . S 0 30 I 120 MAX I . 6 4 .00 30 2.46 .00 30 .00 .00 34 .00 .00 35 .00 C .00 33 MIN 1 .64 1 . S 0 3 1 .00 I.SO 36 I .00 1 . S 0 35 .00 1 . 3 8 35 .00 T 1 . S 0 32 1 2 1 MAX . 9 I .00 32 1.36 .00 32 .00 .00 37 . 0 0 .00 36 .00 C .00 33 ,I MIN . 9 I r. so 33 .00 1.50 32 .00 I .SQ 36 :oo I . S 0 36 .00 T 1 . S 0 32 2 0 1 MAX 9. 8 4 .00 3.5 . o,o .00 30 I . 0 0, .00 3) .00 4.30 3 I .57 C .00 3 I MIN 6. 4·9 4.30 34 -39.47 4.30 35 .00 4.30 30 .00 4.30 30 .33 T 4.30 30 I 202 MAX 1 . 6 9 .00 34 -7.76 .00 34 .00 .00 3 1 . 0 1 .00 30 . 1 2 C .00 30 MIN -I.. S 9 -4 . 7 3 35 -13. 2i .39 3 S .00 4. 7 3 30 -. 0 1 4.73 30 . 1 0 T 4.73 3 1 I 203 MAX -7. 10 .00 37 12.55 3. 3 0 36 . 00 • .00 34 .00 .00 3 S .40 C .00 30 MIN -12.20 3 . 3 0 36 -26.42 ·. 00 34 .00 3.30 35 -. 0 1 3. 3 0 3 1 . 2 1 C 3. 3 0 3 I I 204 MAX -17.15 .00 36 .00 2. 3 4 30 .00 . 0:0 30 .00 2. 3 4 , 30 1 . 0 3 C .00 32 :\\1 IN -20.38 2.34 37 -47.22 .00 37 I .00 2.34 3 1 .00 .00 30 .63 C 2.34 33 205 MAX 12.50 .00 3 1 .QO .00 30 .00 .00 30 .00 2. I 6 30 I . 0 0 T .00 30 I MIN 1 1 . 9 8 2.16 30 -26.64 2.16 3 1 .oo 2 . 1 6 3 1 -. 0 1 2 . 1 6 3 1 1 . S 0 T 2. 16 3 1 206 MAX 6. I 9 .00 34 12.48 .00 36 .00 .00 30 . 0 I .00 3 1 . 1 9 T .00 33 I MIN 4.23 4.25 3 5 -1 I. <i 8 4.25 32 .00 4.25 3 1 .00 .00 30 .32 T 4.25 32 207 MAX -1 . 6 3 .00 33 .00 4.25 30 I .00 .00 35 . () I .00 34 1.42 T .00 35 MIN -4 . 1 4 4.25 37 -14.85 .00 32 . o,o 4.25 34 .00 4: 2 5 3 7 1 .72 T 4.25 34 I 708 MAX .00 .00 33 .00 3.07 32 .00 .00 3 0-.00 3. 0 7 30 1 .54 T .00 3 I MIN .00 3. 0 7 32 .00 3.07 33 .00 3.07 3 1 .00 .3. 0 7 3 I I . 5 4 T 3. 0 7 3 0 I 209 MAX 9.30 .00 37 .00 .00 30 .00 . o·o 3 I . 0 1 4.30 3 I .92 C .00 3 I I ( w u ><. 'I'/'') ·1 CE-u) ~A:x ·:: )<. I 20.<o /-()l,-c 1-1, ~ / = I 7tlftX I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 23 I * //)wZfj MIN 6.08 4.30 36 -37.18 4.30 37 .00 4.30 30 -. 0 1 4.30 30 .67 T 4.30 30 I 210 MAX 1 . 6 9 .00 36 -6. 12 .00 36 .00 .00 3 1 .00 .00 30 .27 C .00 3 1 MIN -1 . 2 6 4.73 37 -11.51 2.37 3 1 I .06 4.73 30 .. 0 0 .00 3 I .24 T 4.73 30 2 1 'l MAX -6 . 5 7 .00 3 5 1 2 . 8 5 3. 3 0 34 .00 .00 3 1 . 0 1 ~.30 3 1 .60 C .00 3 1 I MIN -11.69 3.30 34 -24.45 .00 36 .00 3.30 30 .00 .00 3 1 .03 C 3.30 3 0 212 MAX -16.91 .00 34 .00 2.34 30 I .00 .00 ·3 0 . 0 I .00 3 1 1 . 4 1 C .00 3 l MIN -20.56 2.34 3 5 -47.65 .00 3 5 .00 2.34 3 1 .00 2.34 37 .29 C 2.34 30 I 2 1 3 MAX 1 3 . 2 3 .00 30 •' 0 0 .00 30 .00 .00 30 . 0 1 2.16 30 .97 T .00 30 MIN 12.54 2. 1 6 3 1 -28.23 2.16 30 .00 2 . 1 6 3 1 .00 2. 1 6 3 1 l .70 T 2. 16 3 l I 214 MAX 6.60 .00 34 l I. l 4 .00 34 .00 .00 30 . 0,0 4.25 3 0 . 1 9 T .00 30 MIN 4.62 4.'25 35 -14.77 4.25 33 .00 4.25 3 1 .00 .00 30 .47 T 4.25 3 l I 2 1 5 MAX -'2. 46 .00 32 .00 4.25 30 .00 .00 35 .00 4.25 30 1.52 T .00 30 MI.N -4.86 4.25 33 -17.90 .00 33 I .00 4.25 34 -. () 1 .00 35 l . 7 6 T 4.25 3 1 216 MAX .00 .00 32 .00 3.07 33 .0Q .00 33 .00 3.07 33 l . 5 3 T .00 36 I MIN .00 3.07 33 .00 3. 0 7 32 .00 3. 0 7 32 .00 3. 0 7 32 1 . 5 3 T 3. 0 7 3 7 3 0 1 . MAX .00 .00 30 .00 .00 30 I .00 .00 30 .00 .00 30 27.28 C .00 30 MIN .00 4.24 37 .00 4.24 3 7 .00 4.24 37 .00 4.24 3 7 l 4. 5 4 T 4.24 3 I 302 MAX .00 .00 30 .00 .00 30 I .00 .00 30 .00 .00 3 0 3 8. 2 8 C .00 30 MIN .00 4.24 37 .00 4.24 37 .00 4.24 37 .00 4.24 37 l . 4 9 T 4.24 3 1 I 303 MAX .00 .00 30 .00 .00 30 .00 .00 30 .00 .00 30 27.03 C .00 32 MIN .00 4.24 37 .00 4.24 3 7 .00 4.24 3 7 .00 4.24 37 1 3 . 2 7 T 4.24 33 I 304 MAX" .. 0 0 .00 30 .00 .00 3 0 .0Q .00 30 .00 .00 30 26.55 C .00 3 l I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 24 IIJ-z9 I * MIN .00 4.24 37 .00 4.24 37 .00 4.24 37 .00 4-~4 3 7 1 5 . 2 6 T 4.24 30 I 305 MAX .00 .00 30 . o.o . ·o o 30 .00 .00 30 .00 .00 30 3 8. 5 4 C .00 3 1 MIN .00 4.24 37 .00 4.24 37 I .00 4.24 37 .00 4.24 37 .98 C 4.24 30 306 MAX .00 .00 30 .00 .00 3 0 .00 . 0-0 30 .00 .. 0 0 30 28.79 C .00 33 I MJ'N .00 4.24 37 .00 4.24 37 .00 4.24 37 .00 4.24 3 7 9.84 T 4.24 32 4 0 1 MAX .00 .00 30 .00 .00 30 I .00 .00 30 .00 .00 30 2 . 1 5 C .00 32 MIN .00 4.29 37 .00 4.29 3 7 .00 4.29 37 .00 4.29 n 2 . 1 5 C 4.29 33 I 402 MAX .00 .00 30 .00 .00 30 .00 .00 30 .00 .00 3 0 2. 14 C .00 33 MIN .0Q 4.29 37 .00 4.29 37 .00 4,29 37 , . 00 4.29 37 2 . 14 C 4.29 32 I 5 0 I MAX .00 .00 30 .00 .00 30 .00 .00 30 .00 .00 30 2 4. 19 C .00 36 MIN . ·oo 1 6 . 0. 5 37 .Q0 1 6 . 0 5 37 .00 1 6. 0 5 37 .00 I 6. o 5 3 7 1 6. 0 2 T 1 6. 0 5 3 7 I 502 MAX . ·o o .00 30 .00 .00 30 .00 .00 30 .00 .00 30 23.82 C .00 37 MIN. .00 1 6 . 0 5 37 .00 l 6 . 0 5 37 I :00 1 6 . 0 5 37 .00 l 6 . 0 5 37 16.02 T 1 6 . 0 5 36 503 MAX .00 .00 30 .00 .00 30 .00 .00 30 .00 .00 30 26.35 C .00 34 I MIN .00 1 6 . 0 5 37 .0Q r 6. o 5 3 7 .00 1 6 . 0 5 37 .00 l 6 . 0 5 37 16.22 T 1 6 . 0 5 3 5 504 MAX .00 .00 30 .00 .00 30 .00 .00 30 .00 .00 30 2 5. 6 8 C .00 3 5 I MIN .00 16.05 37 . O'0 1 6 . 0 5 3 7 .00 16.05 37 .00 I 6. 0 5 3 7 l 6 . 5 5 T l 6 . 0 5 34 I ********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** 533. * I 5,.3 4 . * (USE FOR COLUMN AXIAL CHECK SECT. 2213.5.1) 535. LOAD LIST 3 8 TO 53 536. PRINT MAX FORCE ENV LIST 1 TO 1 2 I L /../ )t> X -z, z ) /..,fl.,.;.e ~ is...-.... c..'t::) c/lf";c 3B~S fl. A ,.;<i/c ~'Is .-1, (;.ol\lN-2c.s (eos t/5J~ ,t I ,-, S/le41r r:.> 27-Z .., ( IHb<. P.) Jo~) I<. ~'fo. 8 I t 7'-klls I 2-L3X3x¾ Jjo. 'B "-/ t:~,,, 26. 1./ K < ,J: I (see4. f z-1,cJ//-$ (LJ-.S) I ZZI s~ ~-l .s ¾1s / ~J 6/.; ->Ya: flt 7 ¾~ ~ f1D < f. 6 7 <. ... -~ ~ User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER M~ZZANJNE --PAGE NO. 25 I * 10-30 I MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KIP FEET I MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS I MEMB FYI DIST LD MZI DI ST LD FZ DIST LD MY Di ST LD FX DI ST LD MAX 14.02 .00 JS 7 5. 7 6 .00 3 8 I .54 .00 45 4. 8 4 9. 0 0 45 37.95 C .00 3 8 MIN -1 1 . 6 0 9.00 47 -66.65 .00 47 -. 2 8 9.00 50 -2.53 9.00 ~o I . 7 5 T 9.00 47 I 2 MAX 1 . 3 7 .00 47 37.72 .00 47 .54 .00 45 6. 4 5 3.00 45 25.73 C .00 39 MIN -4.80 3.00 38 -5·0 .. 4 0 .00 3 8 -. 2 8 3.00 50 -3 . 3 7 3.00 50 4.27 C 3. 0 0 50 I 3 MAX 14.79 .00 3 8 77.12 .00 3 8 .24 . ·O 0 53 2 . 1 3 9. O·O 53 72.49 C .00 40 MIN -10. 92 9.00 47 -62.51 .00 47 -.34 9. 0 0 44 03_ 10 9.00 44 4.77 C 9.00 49 I 4 MAX 1.57 .00 5 1 41.79 3.00 39 .24 .00 53 2.84 3.oo· ·53 6 1 . 2 6 C .00 45 MIN -11.35 3. 0 0 42 -55.98 .00 38 I -. 3 4 3.00 44 -4.14 3 .·O 0 44 1 . 1 8 T 3. 0 0 50 5 MAX 1 3 . 1 6 .00 40 71.50 . 0-0 40 .29 .00 45 2. 5 7 9. 0 0 45 2 5. 7 3 C .00 44 I MIN -11.13 9.00 49 -63.75 .00 49. -. 2 7 9.00 50 -2.43 9. 0 0. 50 8.80 T 9.00 53 6 MAX .98 .00 49 36.42 .00 49 -. 1 4 .00 53 2. 5 7 .00 45 20.74 C .00 50 I MIN -5 . 3 8 3.00 40 -46.97 .00 40 -I. 3 9 3. 0 0 44 -5 • 7 8 3.00 44 1 0 . 9 2 T 3. 0 0 5 3 7 MAX 1 1 . 6 0 .00 46 66.68 .00 46 I .53 .00 43 4 . 8 1 9.00 43 3 5. 8 3 C .00 39 MIN -13.96 9.00 39 -75 .47 .00 39 -.33 9.00 5 0 -2.94 9.00 50 1 . 9 0 T 9. 0 0 46 I 8 MAX 4.42 .00 39 50.16 .00 39 . 5 3 . 0-0 43 6 . 4 1 3.00 43 24.07 C .00 3 8 MIN -1 . 4 0 3. 0 0 46 -3 L 7 3 .00 46 -.33 3. 0 0 50 -3.93 3. 0 0 50 3. 6 6 C 3.00 50 I 9 MAX 1 0. 19 .00 46 62.07 .00 46 .~6 .00 5 1 2.30 9_. 00 5 1 7 9. 2 6 C .00 4 1 I (seGT. 22-13. S'-1 ) I 7 <], 3 '< A =/<j .. /D ;_ l. re = /t. 55'1,s,. I [ 71¾_ /~ 2.J!-,, · ~ -~<. v -/9.Jo -I 0....... I I I I I I I I I I I I I I I I I I I FRAME * CALLAWAY MIXER MEZZANINE * MIN -14.64 9.00 39 -76.39 .00 39 -, 3 6 9.00 50 -3 . 2 0 9,00 50 I 0 MAX 1 2 . 3 7 .00 44 5 5. 3 4 .00 3 9 .26 .00 5 1 3.06 3.00 5 1 MIN -1 . 6 9 3. O·O 53 -45.26 3.00 38 -.36 3.00 50 -4.27 3.00 5 0 1 1 MAX 1 0 . 9 7 .00 48 63. 2 1 .00 48 .26 .00 43 2 . 3 1 9.00 43 MIN -13.10 9.00 4 1 -71. 02 .00 4 I -. 3 1 9.00 50 -2.77 9.00 50 1 2 MAX 6. 5 0 .00 4 1 46.84 . 0 0 4 1 -. 1 4 .00 5 1 2. 3 1 .00 43 MIN -. 1 0 3.00 4 8 · -39. 05 3. 0 0 40 -1 . 4 3 3. ·o o 42 -6.35 3.00 42 *"*-******** END OF FORCE ENVELOPE FROM INTER,NAL STORAGE 537. * 538. * (USE FOR COLUMN AXIAL CHECK SECT. 1633.1) 5~9. LOAD LIST 4 TO 1 1 540. PRINT MAX FORCE ENV LIST 3 TO 6 9 TO 1 2 User ID: Research Engineers, Inc. --PAGE NO. 26 J[)--3 J 4.79 C 9.00 50 68.90 C .00 43 2.61 T 3. 0 0 50 34.08 C .00 42 8 . 3 1 T 9.00 5 1 26.63 C .00 42 IO. 9 3 T 3. 0 0 5 1 ********** -User ID: Research Engineers, Inc. FRAME *· CALLAWAY MIXER ME~ZANINE --PAGE NO. 27 .1 * ID-3 Z. I MEM,\3ER FORC,E ENVELOPE --------------------- ALL UNITS ARE KIP FE·ET I MAX AND MIN FORCE VALUES AMONGST ALL SECT ION LOCATIONS I MEMB FYI DI ST LD MZ/ DI St LD F.Z DI ST LD MY DI ST LD FX DI ST LD 3 MAX 7.82 .00 4 43.70 .00 4 I .22 .00 1 1 1 . 9 6 9.00 1 1 1 0 . 5 6 C .00 6 MIN. . -7. 8 2 9.00 5 -43.70 .00 5 -.22 9.00 1 0 -1 . 9 6 9.00 1 0 1 0. 5 6 T 9.00 7 4 MAX 2. 6 1 .00 9 26.65 .00 5 I .22 .00 1 I 2 . ,6 1 3. •0 0 · 1 1 1 3 . 5 1 C .00 1 1 MIN -2.61 3. 00, 8 -26.65 .00 4 -.22 3. 00 1 0 -2 .. 6 1 3. 0 0 1 0 1 3 . 5 1 T 3.00 1 0 I 5 MAX 7. '8 6 .00 6 44.17 .00 6 .20 .00 1 1 I .77 9. 0 0 I 1 12.60 C .00 1 0 MIN -7.86 9.00 7 -44.17 .00 7 -. 2 0 9.00 I 0 -1 . 7 7 9.00 1 0 12.60 T 9.00 1 1 I 6 MAX 1 .64 : 0 0 7 26.5~ .00 7 .20 .00 1 1 2.36 3.00 I 1 12.27 C .00 1 0 .MIN -1.64 3.00 6 .-26.58 .00 6 I -. 2 0 3. 0 0 1 0 -2. 3 6 3.00 1 0 1 2 . 2 7 T 3. 0 0 1 1 9 MAX 7.72 .00 4 43 .. 3 3 . 0·0 4 .23 .00 9 2. 05 9. 0·0 9 1 1 . 6 0 C .00 9 MIN -7. 7 2 9.00 5 -43.33 ,00 5 I -.23 9.00 8 -2. 05 9.00 8 1 1 . 6 0 T 9. 0 0 8 1 0 MAX 2. 77 . o,o 1 0 26.13 .00 5 .23 .00 9 2.74 3.. 00 9 14.96 C .00 9 I MIN -2.77 3.00 1 1 -26.13 .00 4 -. 23 3. 0 0 8 -2.74 3. 0 0 8 14.96 T 3. 0 0 8 1 1 'MAX 7·. 7 7 .00 6 43.84 .00 6 I .21 .00 <) 1 . 8 5 9',. 00 9 1 3 . 7 8 C .00 8 MIN -7. 7 7 ,9. 00 7 -43 . 8 4 .00 7 -. 2 1 9. 0 0 8 -1 . 8 5 9.00 8 13.78 T 9. 0 0 9 I 12 MAX 1 . 3 3 .00 7 2 6 .. I 2 'o.o 7 . 2 1 .00 9 2.47 3 ,. 0 0 9 1 3 . 4 9 C .00 8 MIN -1 . 3 3 3.00 6 -26.12 .00 6 -. 2 'l 3. 0 0 8 -2.47 3.00 8 13. 4 9 T 3. 0 0 9 I ( Si2cr. I /'733-. I) I P· o K A . -l. [ :: ,~. 55 ~,' mAx ,,,.. /3 .. 0 :: /9_/o.,.. ( OIJE ~t> ) I st.,,,,,,c · +~ }3.8 r:c-. 72. .:-, r;;: < < zo¼ _72/<.si ----... ~o'f :: -C ';' ,,. /9w I F'c..., ,~.55 I ~ I -I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE ·· PAGE NO. 28 * ID-3 3 ****•***** END OF FORCE ENVELOPE FROM INTERNAL STORAGE********** 5 4 l . * 5 4 2 . UN I T I NCH 5 43. * 5-44. PARAMETERS 545. CODE AISC 546. FYL 36. ALL 547. BEAM 1.0 ALL 548. TRACK 1.0 ALL 5 4 9. * 550. UNIT FEET 551. LZ 14.67 MEMB 201 TO 204 209 TO 211 552. LZ 10.67 MEMB 205 TO 207 213 TO 215 553. UNL 1.0 MEMB f0l TO 115 201 TO 216 554. LY 1.0 MEMB 101 TO 115 201 TO 216 555. LY 12.0 MEMB l TO 12 556. KZ 1.2 MEMB l TO 12 557. * UNBR. LENGTH 1/2 DUE TO MID-POINT CONN. 5 5 8 . 'KZ 0 . 5 MEMB 5 0 l. TO 5 0 4 559. * ACTUAL UNBi. LENGTH Ltss DUE TO BEAM DEPTH 560. KY 0.95 501 TO 504 5 6 l . * 562. LOAD LIST 12 TO 29 563. CHECK CODE ALL ... I I * User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXEk MEZZANINE ·· PAGE NO. 29 STAAD-III CODE CHECKING -(AISC) *********************** I AiL UNitS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESULT/ FX CRITICAi; CONi>/ MY RATIO/ MZ LOADING/ LOCATION I ===== .========·=======================-=' == _· ==·= ·===================== ST W 12 X6 5 PASS 48.50 C AISC-Hl-3 4.24 .295 • I 6 . l 9 1 3 9.00 I MEM= I, UNiT KIP-INCH, L= 108. 0 AX=· 19. JO SZ= 88. 0 I KLIR-Y= 47. 7 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: --!"·------------~--------------------------------------------------·---s Y= 2 9. O I FCZ= 23. 76 I I I I FTZ=, 23. 76 FCY= 27.00 FTY= 27,00 FA= 18.55 FT= 21.60 FV= 14.40 I ... ------~ -------~ .... -------------------------------------------------.... --- 2 ST W 12 X6 5 PASS 4 I . 8 4 C AISC-Hl-3 4.24 .276 -i6.19 1 3 .00 ---------:.. ----..... !" .. --:.. ----.. ----.... -.. --.. -.. -------.;; ------.. -.. --.... ------------- MEM= 2, UNIT KIP-INCH, L= 36. 0 AX= 19.10 SZ= 88. 0 s Y= 2 9. o I I KLIR-Y= 47. 7 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FtZ= 2~. 76 FCY= 27.00 FTY= 27.00 FA= 18.55 FT= 21.60 FV= 14.40 I -----------------------~-------~~-------------·------------------------- . 3 ST Wl2 X65 PASS 103.66 C f\.lSC-Hl-1 -1.70 .488 -34.36 1 3 9.00 .. --.... !' -----.. -------~ -----------.. , ---. ----.. ---.; -----~ -----------.. ----------11 MEM= 3, UNIT KiP-INCH, L= 108.·0 AX= 19. JO SZ= 88. 0 s Y= 2 9. 0 I I KL IR -Y =. 4' 7 . 7 CB= 1. 0 0 Y L D = 3 6 . 0 0' A L. LOW ABLE STRESSES ; FCZ= 23. 76 I 11 FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 18 .. 55 FT= 21.60 4 ST W l 2 X6 5 PASS 78.11 C AISC-Hl-2 • 1 . 7 0 . 4 1 3 -34.36 FV= 14. 40 I l 3 .00 I I ---.. --.. -------, __ , .... --------.... --.. --~ -........ ------:' .. ----.. -----.. -----.. ------.. - MEM= 4, UNIT KIP-INCH, L= 36.0 AX= 19.10 SZ= 88. 0 SY= 29.0 I I KLIR-Y= 47. 7 CB= 1. 00 YLD= 36. 00 ALLOJ:VABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.0-0 FA= 18.55 FT= 21.60 FV= 14. 4 O I -.. --------------.. -.. .. .. ------... ---.. -----.. -.; -.. -,.. --.. -.. .. ---:' .. .. ---.. ----.. -------.. 5 ST Wl2 X65 PASS 15.48 C .AISG-Hl-3 .OQ .213 2 9. 5 4 1 6 .00 -------------------------------------~--------------------------------- MEM= 5, UNIT KIP-INCH, L= 108.0 AX= 19.10 SZ= 88.0 s Y= 2 9. o I 11 KL IR -Y= 4 7 . 7 CB= 1. 0 0 Y LD = 3 6 . 0 0 ALLOW A iJ LE STRESSES : I FTZ~ 23. 76 FCY= 27,. 00 FTY= 27. 00 FA= 18. 55 FT= 21. 60 FCZ= 23. 76 I FV= 14. 4 0 I I I I I I ' I 6 ST W l 2 X6 5 PASS 8.05 C AISC-Hl'-3 -3.56 . I 5 6 1 3-. 6 8 1 7 3. 0 0 -----,--.. --.... ---.. --.... ---------.. -------· _, --.. ----.. -.. ------------.. ---.. ------ I MEM= 6, UNIT KIP-INCH, L= 36. 0 AX= 19. 10 SZ= 88. 0 SY= 29.0 I I KLIR-Y= 47.7 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FT Z = 2 3 . 7 6 F' CY= 2 7 . 0 0 F TY= 2 7 . 0 0 FA = 1 8 . 5 5 FT·=. 2 l . 6 0 FV= 14.40 I -------.. -.. ----.. .. .. .. -----~ --.. .. --.. --, .. ----.. -.. .. ----.. :"" .. ":" -.. .. .. .. ---.. -... --.. -.. ------ JD-3'/ -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 30 I * I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESULT/ FX CR IT I CAL COND / MY RATIO/ .MZ LOADING/ LOCATION I I I = = = = = = ==-= =-= = = = = = = = --== = = --= = = = = -=·= = = = = = = =-= = = = == = = = -_ = = = = = = = = = = = = = = = = = = = = 7 ST W 1 2 X6 5 PASS 31.54 C AISC-Hl-3 .00 . 2 7 1 -31.68 1 5 .00 I MEM= 7, tiNIT KIP-INCH, L= 108. 0 AX= 19. JO SZ= 88. 0 SY= 29.0 I I KLIR-Y= 47. 7 CB= 1. 00 YLD= 36. 00 AL.LOWABLE STRESSES: I FTZ= 23._76 FCY= 27.00 FTY= 27.00 FA= 18.55 FT= 21.60 8 ST Wl2. X65 PASS 3 7. 1 0 C AISC-Hl -3 3. 8 3 .253 1 5 . 5 5 FCZ= 23. 76 I FV= 14.40 I 1 3 .00 --------------.;. --.. ---,_ ..... ---.. ---.. ---------.. ---~ -----------... ------.. ------ MEM= 8, UNIT KIP-INCH, L= 36.0 AX= 19.10 SZ= 88.0 1 1 KLIR-Y= 47. 7 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23.76. FCY= 27.00 FTY= 27.00 FA= J8.55 FT= 21.60 SY= 2 9. o I FCZ= 23. 76 I FV= 14. 40 I I 9 ST W 1 2 X6 5 PASS 120.90 C AI SC -H 1 • 1 -1. 1 2 .532 3 4. 8 6 MEM= 9, UNIT 'KIP-INCH, L= 108. 0 AX= 19. JO SZ= 88. 0 I KL.IR-Y= 47. 7 CB= 1. 00 YLD= 36. 00 A.LLOWABLE STRESSES: 1 3 9. 0 0 s Y= 2 9. o I FCZ= 23. 76 I FV= 14. 40 I I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 18.55 FT= 21.60 ----~ .. ----.. -------..... -'!:' .. --------.. , ... --..... ------....... ----.... ---.. --.. ------------ IQ ST W 1 2 X6 5 PASS 93.08 C AISC-Hl-1 -1. 1 2 .449 3 4. 8 6 1 3 .00 I I I MEM= IO, UNIT KIP-INCH, L= 36.0 AX= 19.10 SZ= 88.0 SY= 29.0 I I KLIR-Y= 47. 7 Cf3= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 2 3. 7 6 FC Y= 2 7. 0 0 FTY= 2 7. 0 0 FA= 1 8. 5 5 FT= 2 1. 6 0 1 1 ST W 1 2 X6 5 PASS 23.22 C AISC-Hl-3 .00 .234 -29.37 FCZ= 23. 76 I FV= 14.40 I 1 7 .00 MEM= 11, UNIT KIP-INCH, L= 108.0 AX= 19.10 SZ= 88.0 SY= 2 9. o I I KLIR-Y= 47. 7 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27. 00 FTY= 27 .. 00 FA= 18. 55 FT= 21. 60 FV= 14. 40 I 1 2 ST W 1 2 X6 5 I MEM= 12, UNIT KIP-INCH, L= 36. 0 AX= 19.10 SZ= 88. 0 PASS 13.78 C AISC-Hl-3 .• 4. 0 6 .208 -18.59 1 6 3.00 SY= 2 9. 0 I I KLIR-Y= 47. 7 CB= I. 00 YLD= 36. 00 ALLOWABLE STRESSES: 11 FTZ= 23. 76 FCY= 27. 00 FTY= 27. 00 FA= 18.'55 FT= 21. 60 ST 1 W2 1 X4 4 PASS 2.45 C AISC-Hl-3 .089 -1 2 . 8 7 I I I I I I . 0 0 . FCZ= 23. 76 I FV= 14.40 I 1 5 3.00 /0..,35 -User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 31 I * I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RES'ULT / FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I====.================-=====---==========================-=========== -------------------------~----------------"!'·--------------------------- I I I I I I MEM=; 101, UNIT KlP-lNCH, L= 36.0 AX= 13.00 SZ= 81.6 s Y= 6. 4 I I KLIR-Y= 9. 5 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.0·0 FA= 21.18 FT= 21.60 FV= 14.40 I ----------------------~------------------------------------------------ 102 ST W2 l X44 PASS 2.55 C AISC-Hl-3 .00 . 144 -21.73 I 3 4.25 I MEM= 102, UNIT KIP-INCH, L= 102. 0 AX=c 13. 00 SZ= 81. 6 SY= 6.4 I I KL/R-Z= 12. 7 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 2~. 76 FCY= 27.00 FTY= 2~.00 FA= 21.01 FT= 21.60 103 ST W2 l X44 PASS 3.09 C AISC-Hl-3 .00 .086 -12.15 FCZ= 23. 76 I FV= 14.40 I I 4 .00 -------------------------------;;. __________________________________ .., _____ _ I MEM= 103, UNIT KIP-INCH, L= 36: 0 AX= 13. 00 SZ= 81. 6 SY= 6.4 I I KL/R-Y= 9. 5 CB"" 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 21.18 FT= 21.60 FV= I 4. 4 0 I 104 ST W21 X50 PASS .02 C AlSC-HI-3 .00 .880 -i64.54 I MEM= 104, UNIT KIP-INCH, L=· 174. 0 AX= 14. 70 SZ= 94. 5 I 3 6.67 s Y= 7. 6 I 1 1 KLIR-Z= 21. 3 CB=F 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY-;= 27. 00 FTY= 27. 00 FA= 20. 52 FT= 21. 60 FCZ= 23. 76 I FV= 14.40 I 10,5 ST W21 X50 PASS .05 C AISC-HI -3 .00 .856 -160.18 I 3 6.52 I I MEM= 105, UNIT KIP-INCH, L= 174. 0 AX= 14. 70 SZ= 94. 5 I KLIR-Z= 21. 3 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: ---------... ----------------.. ------.. ------------· ---------------.. ---------- s Y= 7. 6 I FCZ= 23. 76 I I I FTZ= 23. 76 FCY= 27. 00 FTY= 27. 00 FA= 20. 52 FT= 21. 60 IO 6 ST W21 X44 PASS .01 T AISC-H2-l .00 .925 -14'9.46 FV= 14. 40 I I 3 7. S 4 ------------~-----.;;. ........................................... ~-------------------------------- I MEM= 106, UNIT KIP-INCH, L= 174.0 AX= 13.00 SZ= 81.6 I KLIR-Z= 21.6 CB= 1.00 YLD= 36.00 ALLOW4BLE STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.50 FT= 21.60 SY= 6.4 I FCZ= 23. 76 I FV= 14.40 I I ---_, ---......... --.... -.. ----.... --.. -.;; -.... -..... ----------------------------.. -... -... --.. - IO 7 ST W21 X44 PASS 14.91 T AISC-H2-1 .00 . 0 8 1 -4 . 5 1 I MEM= 107, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 1 3 3.00 SY= 6.4 I 11 KLIR-Y= 9. 5 CB= 1. 00 YLD= 36·. 00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 21. 18 FT= 21.60 FCZ=23.761 FV= 14.40 I ... --.:; --·-.. ---.. -------.. ------.. ---..... --~ ----.. -... !'"' ---------------.. ------------ I I I I I J()-3/:; -User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 32 I * I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTH~RWISE NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I I I IO 8 ST W2 I X4 4 PASS 10.65 C AISC-Hl-3 .00 .426 -62.51 I 3 4.42 I MEM= 108, UNIT KIP-INCH, L= 102.0 AX= 13.00 SZ= 81.6 SY= 6. 4 I J KL/R-Z= 12. 7 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.7.6 FCY= 27.00 FTY= J7.0() FA= 21.01 FT= 21.60 FV= 14.40 I ----_,_ ----------.. -----.. ----.. ---.. --.. ---~ ------.. -.. --... -------.. --------.. -.. - 109 ST W21 X44 PASS 17.17 T AISC-H2-l .QO .143 -13.19 I 3 .57 I MEM= 109, UNIT KIP-lNCH, L= 36.0 AX= 13.00 SZ= 81.6 I I KL/R-Y~ 9.5 CB= i.oo YLD= 36.00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27. 00 FA= 21. 18 FT= 21.60 SY= 6.4 I FCZ= 23. 76 I FV= 14.40 I I I 0 ST W2 l X44 AISC-H2-l PASS . 2 8 T .00 .324 -5 2. I 7 I 3 9.67 11 MEM= 110, UNIT KIP-INCH,' L= 174.0 AX= 13.00 SZ= 81.6 -------~------------------------------------... ---------·----------------s Y= 6. 4 I I KL/R-Z= 21.6 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I 111 W2 I X4 4 PASS . I 8 T AISC-H2-l .00 I' I FTZ= 23.76 FCY= 27.00 FTY= 27.o·o FA= 20.50 FT= 21.60 ST .534 -86.20 FV= 14.40 I I 3 9.72 1 1 MEM= 111, UNIT KIP-INCH, L= 174.0 AX~ 13.00 SZ= 81.6 I KLIR-Z= 21.6 CB= 1.00 YLD= 36.00 AJ,LOWABLE STRESSES: .......................... .;. .......... ":" ............................................................. ~---------------... ---- s Y= 6. 4 I FCZ= 23. 76 I I /I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.50 FT= 21.60 112 ST W21 X44 PASS 4.00 C AISC-HI-3 .00 .075 -9 . 7 I FV= 14.40 I 25 3. 0 0 --· ...... ------.... -----.. -------------.. -.... -------.. ----------~ --.. --.. ---------- I MEM= J.i2, UNIT KIP-INCH, L= 36. 0 AX= 13. 00 SZ= 81. 6 SY= 6.4 I J KLIR-Y=, 9.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA~ 21.18 FT= 21.60 FV= 14.40 I ---------~------------------------------------------------------------- I I 3 ST W2 l X44 AISC-HI -3 I I MEM= 113, UNIT KIP-INCH, L= 102.0 AX= 13.00 SZ= 81.6 PASS 3.67 C .00 . I 3 3 -19.30 I 3 6.46 s Y= 6. 4 I J KLIR-Z= 12. 7 CB= l. 00 YLD= 36. 00 ALLOWABLE STRESSES: 1 1 FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 2].01 FT= 21.60 ST 4 W21 X44 PASS .. 9 6 C AISC-HI-3 .097 -I 5 . I 9 I I I I· I I .00 FCZ= 23. 76 I FV= 14.40 I I 6 .00 J0..,37 -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINj:: --PAGE NO. 33 I * I ALL UNITS ARE -KIJ> MEMBE~ TABLE FEET (UNLESS OTHERWISE NOTED} RES·ULT / FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I = ----~ --------_· ------_-. -. --------_· ----_------------------------------------ I MEM= 114, UNIT KIP-INCH, L= 36.0 AX= 13.00 St= 81.6 SY= 6.4 I I KL/R-Y= 9.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 21.I~ FT= 21.60 I FCZ= 23. 76 I FV= 14.40 I .. -------.. ---------.. --.. -----~ --..;; .. -----------------.. ---------.. --...... ------ I 1 5 ST CI0 XIS AISC-Hl-3 PASS .00 C .00 .189 -5 . 0 5 I 2 7.25 -----------------~------------·~--------------------------·--------------I I MEM= 115, UNIT KIP-INCH, L= 174.0 AX= 4.49 SZ= 13.5 SY= I. 2 I I I I I KL/R-Z= 44.9 CB= 1.00 YLD= 36.00 ALLOWAQLE STRESSES: FCZ= 2 3. 76 I I FTZ= 23.76 FCY= 21.60 FTY= 21.60 F4= 18.78 FT= 21.60 FV= I 4. 4 0 I .. ------------.. -------------... -----,-------------------.. ------.. ----.. ------ I I 6 ST WI 0 X2 2 PASS .00 C AISC-Hl-3 .00 .058 2.65 l 2 .00 ----.. --------.. ----------------""! ---.. ---,_ -------------------.. ----.... ------ I MEM= 116, UNIT KIP-INCH, L= 24. 0 AX~ 6. 49 SZ= 23. 2 SY= 4.0 I I KL/R-Y= 18.J CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 2 3. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA.= 20.71 FT= 21.60 FV= 14.40 I 1 1 7 ST WI 0 X22 PASS .00 T AISC-H2-1 .00 . n 1 5 . l 1 l 2 .00 -.... --.. -.. ---~ ----------.. ----------------------------------------.. -.. ------ I MEM= 117, UNIT KIP-INCH, L= 24.0 AX= 6.49 SZ= 23.2 SY= 4.0 I 11, KL/R-Y.= 18. I . CQ= I. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23.76 FCY= 27.00 FTY= 27'.00 FA= 20.71 FT= 21.60 FCZ= 23. 76 I FV= 14. 40 I _________________________ ;:._ .. _______ ..; __ .. ____ ,.. .. ___ ;. ____________________ .. ___ _ 1 1 8 ST WI 0 X22 A I S.C -H 1 -3. PASS .00 C .-0 0 .070 3.22 l 2 .00 --.. -----------.. ---.. ------";" "" --.. ------------~ .. --------.. ------... ------.. ----I, MEM= 118, UNJT KIP-JN_CH, L,;, 24.Q AX= 6.49 SZ= 23.2 s Y= 4. o I I KL/R-Y= 18 .. I CB= I. ()0 YLD= 36. 00 ALLOWABLE STRESSES: I FCZ= 23. 76 I I F,TZ-:; 23.76 FCY= 27.0-0 FTY= 27:00 _FA= 2.0.71 FT= 21.60 FV= 14. 40 I ----.. --~ .. .; --~ ----------~ -------------------.. , ----------... ---------------- 1 1 9 ST WI 0 X22 PASS .00 T AI SC -H2 -l . 0 o-. 0 4 l 1.90 1 2 .00 --------------------------------------~ -----... --.... ----..... ---------------.. 11 ME.M= 119, UNIT KIP-INCH, L= 18.0 AX= 6.49 SZ= 23.2 I KLIR-Y= 13. 6 CB= I. 00 YLD= 36. 00 ALLQWABI,E STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.96 FT= 21.60 SY= 4.0 I FCZ= 2 3. 76 I FV= I 4. 4 0 I 1· I I I I ----------------------------------------------------------------------- 120 ST WI 0. X22 PASS .00 T AISC-H2.-l .00 . 0 7 l 3. 2 8 l 2 .00 ---.. ·-------.. ------...... -.----.. --------------------.. -------.. ---------... ----.. --- I ME,M= 120, UNIT KIP-INCH, L= 18. 0 AX= 6. 4'9 SZ= 23. 2 SY= 4.0 I I KL IR -Y = I 3 . 6 CB= I . 0 0 Y L D = 3 6 . 0 0 ALLOWABLE STRESSES : FCZ= 23. 76 I J FTZ= 23. 7t FCY= 17.00 PTY= 27.00 FA= Z0.96 FT= 21.60 FV= 14.40 I -................ • -................................. • ........ ,., .... I .... -.... ,.. .... "' .................. , .... -..................... "' ........ ... ID-38 -User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 34 I * :1 ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I I I I -I ===========-===·========================'============================== 1 2 -1 ST W i 0 X2 2 PASS .00 C A I SC -H1 -3 .00 .039 1 . 8 1 1 2 .00 --~----~~---------.:.----------------------------.;-----------------------I MEM= 121, UNIT KIP-INCH, L= 18.0 AX= 6.49 SZ= 23.2 s Y= 4. o I I KL/R-Y= 13. 6 CB= 1. 00 YLD= 36. 00 ALLOWABLE STR~SSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.96 FT? 21.60 FV= 14.40 I ---:---------------------------------------------------------------------- 201 ST W21 X44 PASS , 1 5 C A I S.C-H 1 -3 .00 .363 -58.63 1 3 4.30 --.;;. --... !" ~ -----------"':' ----------... --...... --------... ----· ----------------------I MEM= 201, UNIT KIP-iNCH, L= 51.6 AX= 13.00 SZ= 81.6 s Y= 6. 4 I I KL IR -Z = 2 I . 9 CB= 1. 0 0 Y L D = 3 6 . 0 0 ALLOW A i3 LE STRESSES : FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.48 FT= 21. 60 FV= 14. 40 I -.... ----.. --------------------.. ---------------.. -.. ----... ---... ---, .. -----.. --.. -... 202 ST W2 l X44 PASS . 0 1 C AISC-Hl•3 .00 . 1 2 7 -20.53 1 3 4. 0 7 -----------------------------------------"":-----··-------··-------------·-I MEM= 202, UNIT KIP-INCH, L= 56.8 AX= 13.00 SZ= 81.6 SY= 6. 4 I ·I KL/R-Z= 21.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I FV= I 4. 4 0 I 1 1 FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.48 FT= 21.60 -.. --·----.. --.. ----.. --· ---... -... -.. ------... --,_ ------.. ~ ----------------------.. --- 203 ST W2 l X44 PASS .52 C AISC-Hl-3 .00 .253 · -40.54 1 3 .00 I I --..... ,_ --.;. ---.. --~ -------.. ----------------------... ------------------------... I MEM= 203, UNIT KIP-INCH, L= 39.6 AX= H.00 SZ= 81.6 SY= 6. 4 I I KL/R-Z= 21.9 CB= 1.00 YLJJ= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA·= 20·.48 FT= 21.60 FV= 14. 4 0 I -----.. -------------.. ---------.. -.;. ---...... ---... -.. ---.. -... -... ----... ---.. -.. --------- 204 ST W21 X44 PASS 1. 1 7 C AISC-Hl~-3 . 0-0 .485 -77 .. 61 1 3 .00 --;. -------~ ------.. .. .. --... ---~ .. -.. .., .. -----.. ------~ -... ... ------.. ---------------- I MEM= 204, UNIT KIP-INCH, L= 28. I AX= 13. av SZ= 81. 6 SY= 6. 4 I 11 KLIR-Z= 21.9 CB"" ,J.00 YLD= 36.0·0 ALLOWABLE STRESSES: I FTZ= 23.76 FCY= 27.00 FTY= 27.oo FA= 20.48 FT= 21.60 FCZ= 23. 76 I FV= 14.40 I I I I I I I I I· 205 ST W2l X44 PASS 2. 00 T · AISC-H2-l ~ • 0 1 .263 -41.20 1 3 2 . 1 6 I MEM= 205, UNIT KIP-INCH, l= 25.9 AX= 13.00 SZ= 81.6 SY= 6. 4 I I KLIR-Z= 15.9 CB= 1.00 YLD= 36.00 _ALLOWAB.i,~ STRESSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.84 FT= 21.60 FV= 14.40 I .. ------.. ---... , -.. ------------.. ------------~ ---.. , .. ----.. -.. ~ -.. -.. ----... -----.. --.. 206 ST W21 X44 PASS .33 T AISC-H,2-1 . o·o . 1 1 9 19.06 1 3 .00 J0-39 --User ID: Research Engineers, Inc. I FRAME* CALLAWAY MIXER MEZZANINE ·· PAGE NO. 35 * I ALL UNrT·S ARE . KIP MEMBER T~BLE FEET (UNL-ES,S OTHERWISE NOTED)._ RESULT/ FX CRITICAL. CONDI MY RATIO/ MZ LOAD'ING/ LOCATION ·1 = . . . . . .. . . . a • • • • • • • • • • • • • • • • • • • • • • • • , 0 • • • • • • ---• • • • -• • • ~ • • • • • • • • • • • • • • • • • • • • I MEM= 206, UNIT KIP-INCH, L= 51.o' AX= 13.00 Si= 81..6 SY= 6.4 I 11 KLIR-Z= 15. 9 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: . I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.84 FT= 21.60 ----------------~--.. ----... --.. --.. --.... -----.,; ---..... ----------.. ------.. -------- FCZ= 23. 76 I FV= 14.40 I I 207 ST W2.l X44 PASS 2.09 T A I SC -H2 -1 . 0 1 . 1 0 9 -16.34 1 2 .00 _______________________ .. _________________________________________________ _ I MEM= 207, UNIT KIP-INCH, L= 51.0 AX= 13.00 SZ= 8J.6 SY= 6.4 I I KLIR-Z= 15.9 CB= 1.00 YLD= 36.0·0 ALLOWABLE STRESSES: FCZ= 23. 76 I FV= 14. 40 I ---------, .. ----,_ ---.. -----~ -.; -----------------------, .. -------... ---... --------11 FTZ= 23. 76 FCY= 27. 00 FTY= 27. 00 FA= 20. 84 FT= 21. 60 8 ST W2 l X44 PASS 2.05 T AISC:::-H2-l .007 ·. 0 0 1 2 3. 0 7 I I- ,00 --------·----------------------------------------~----~------------------I MEM= 208, UNIT KIP-INCH, i= 36.8 AX= 13.00 SZ= 81.6 SY= 6.4 I I Kf.,IR-Y= P.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= J].18 FT= 21.60 FV= 14.40 I ------------------------------------.:. .... ;. ............ :... .............................................. .. 209 ST W21 X44 PASS . 1 5 C AISC-Hl-3 ,00 .342 -55.14 1 3 4.30 --------~----~---------------------.---------------~--------------------I MEM= 209, UNIT KIP-INCH, L= 51.6 AX= 13. 00 SZ= 81. 6 SY= 6. 4 I 1 1 KLIR-Z= 21. 9 CB= 1. 00 YLD= 36 .. 00 Af.,L-OWABLE. STRESSES: I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.4/j FT= 21.60 FCZ= 23. 76 I FV= 14.40 I ______________ ""l __ .; ______________ .., ____ .; _________________________________ _ 2 1 0 ST W2 l X44 AISC-Hl-3 I I MEM= 210, UNIT KIP-INCH, L= 56.8 AX= 13 .. 00 SZ= 81.6 PASS .03 C .00 . 1 1 3 -18.21 1 3 4.73 SY= 6. 4 I I I KLIR-Z= 21. 9 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27. 0-0 FTY= 27. 00 FA= 20. 48 FT= 21. 60 FV= 14. 40 I ------~ ------.. ----,_ ---:-----------,-------~ ------------------------------- 2 1 1 ST W21 X44 PASS .55 C AISO-Hl-3 .00 .235 -37.66 1 3 .00 I I MEM= 211, UNIT KIP-INCH, L= 39.6 AX= 13. 00 SZ= 81. 6 I KLIR-Z= 21. 9 CB= 1. 00 YLDe: 36. 00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.48 FT= 21.60 s Y= 6. 4 I FCZ=23.76J FV= 14.40 I I -----------... ----.. -.... -....... , --.. ---.. ----.. --------------~ ---------------.. ---- 212 ST W21 X44 PAS-S 1 . 2 2 C AISC-Hl-3 . 0 1 .485 -77.63 1 3 .00 --~ .. ---------.. --------------------.. ~ -------------------.. -.. --------.. ----- I MEM= 212, UNIT KIP-INCH, L= 28.1 AX= 13.0,0 SZ= 81.6 s Y= 6. 4 I 11 KLIR-Y= 9. 5 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 21.18 FT= 21.60 FCZ= 23. 76 I FV= 14.40 I -.. --.. --.. , ------.. ------.. --------------------·------------------------.. ----... I I I I I JD-io User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MEZZANINE * --PAGE NO. 36 IALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RE.SULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I ======-·================= == = .===============.====================== 213 ST W21 X44 PASS AISC-H2-l .281 13 2.17 T .01 -43.99 2.16 11 MEM= 21,3, UNIT KIP-INCH, L= 25.9 AX= 13.00 SZ= 81.6 I KL/R-Z= 15.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: SY= 6.4 I FCZ= 23.76 I I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.84 FT= 21.60 214 ST W21 X44 PASS . 5 0 T AISC-H2-l .00 . I 4 8 -23.60 FV= 14. 4 O I 1 3 4.25 I MEM,= 214, UNIT KIP-INCH, L= 51.0 AX= 13.00 SZ= 81.6 I-I KL/R-Z= 15.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA=.·20.84 FT= 21.60 SY= 6.4 I FCZ= 23. 76 I FV= 14.40 I ---------------·----------------------~-------------------------------- ST W2 1 X4 4 21_5 PASS 2.56 T AISC-H2.-l -. 0 1 . I 5 I -22.84 1 3 .00 I I MEM= 215, UNIT KIP-INCH, L= 51.0 AX= 13.00 SZ= 81.6 ---:---·--------------------------------... ·------------------------------- SY= 6.4 I I KL/R-Z= 15.9 CB= 1. 00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I FV= 1 4. 4 O I I I FTZ= 23. 76 FCY= 27.0Q FTY= 27.0Q FA= 20.84 FT= 21.60 --------------------------:---------------------------:------------------- 2'16 ST W21 X44 PASS 2.04 T AISC-H2.-l .00 .007 .00 1 2 3.07 11 MEM= 216, UNIT KIP-INCH, L= 36.8 AX= 13.0·0 SZ= 81.6 I KL/R-Y= 9. 5 CB= 1. 00 YLD= 36 .. 00 ALLOWABLE STRESSES: ----------------------------~---------------------'----------------------- SY= 6.4 I FCZ= 23. 76 I I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 21.18 FT= 21.60 FV= 14. 4 O I ------------~ --------.. ----------.. --------------·-~ --.. --.. ---------------.. 3 0 1 ST W_I0 X22 PASS 13.84 C COMPRESSION .00 . 1 1 0 .00 I 4 .00 I MEM= 301, UNIT KIP-INCH, L= 50.9 AX= 6. 49 SZ= 23. 2 1 1 KLIR-Y= 38. 4 CB= . 00 YLD= 36. 00 4LLOWABLE STRESSES: SY= FCZ= FV= I FTZ= .00 FCY= .00 FTY= .00 FA= 19.31 FT= 21.60 4. o I . o o I . o o I ----------------------":"·-------------------------:-------------------------- 302 ST WI 0 X22 COMPRESSION PASS 3 6. 1 5 C .00 11 MEM= 302, UNIT /(JP-JNCH, L= 50.9 AX= 6.49 SZ= 23.2 .288 .00 SY= FCZ= FV= I KLIR-Y= 38.4 CB= .00 YLD= 36.00 ALLOWABLE STRESSES: I 3 .00 4. o I .oo I .oo I I j FTZ= ,00 FCY= .00 FTY= .00 FA= 19.3i FT= 21.60 --------------------------... --------------------------------------------- I I I I I I 303 ST Wl 0 X22 PASS 14.08 C COMPRESSION .00 . 1 1 2 .00 1 6 .00 -User ID: Research Engineers, Inc. FRAMt * CALLAWAY MIXER MEZZA~INE --PAGE NO. 37 I * I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTH~RWIS·E NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I --------------------------------------------------------------------= ---~---------------------------------------.;·-----=----------------------- I I I I I I MEM= 303, UNIT KIP-INCH, L= 50. 9 AX= 6. 49 SZ= 23. 2 SY= FCZ= FV= I KL/R-Y= 38. 4 CB= . 00 YLD= 36. 0Q ALLOWABLE STRESSES: I FTZ= .00 FCY= .00 FTY= .00 FA= 19.31 FT= 21.60 4. o I . o o I .oo I ----------------------------------------------~------------------------304 ST Wl 0 X22 PASS 13.09 C COMPRESS ION .00 . 104 .00 I MEM= 304, UNIT KIP-INCH, L= 50.9 AX= 6.49 SZ= 23.2 SY= FCZ= FV= I KLIR-Y= 38.4 CB= ·.oo YLD= 36.00 ALLOWABLE STRESSES: I FTZ= .00 FCY= .00 F-TY= .00 FA= 19.31 FT= 21.60 305 ST W 1 o X2 2 PASS 39.33 C COMPRESSION .00 . 3 1 4 .00 1 5 .00 4 . o I .oo I .oo I 1 3 .00 ------------------------.;. .............................................................................................. .. I MEM= 301, UNIT KIP-INCH, L= 50.9 AX= 6.49 SZ= 23.2 SY= FCZ= FV= I KL/R-Y= 38. 4 CB= . 00 YLD= 36. 00 A.LLOWABLE STRESSES: I FTZ= .00 FCY= .00 FTY= .00 FA= 19.31 FT= 21.60 306 ST Wl0 X22 PASS ,16.37 C COMPRESS I ON .00 . 1 3 1 .00 I MEM= 306, UNIT KIP-INCH, L= 50.9 AX= 6.49 SZ= 23.2 4 . o I .oo I . o o I 1 7 .00 [ FTZ= .~O FCY= .00 FTY= .00 FA= /9_3/ FT= 21.60 SY= FCZ= FV= 4 . o I .oo I .oo I 1 1 KL/R-Y= 38. 4 CB= . 00 YLD= 36. 00 ALLOWABLE STRESSES: ------------------------------------------------------------------------ 401 T Wl O X22 PASS COMPRESSION .051 12 2.86 C .00 .00 .00 I , -MEM=----/0_1_, --UNI_T_ K-/p ___ INc"ii, --_L ___ --5-/. -5--:/;.---3-. -2-/ -_s_z ___ ---1-. -7--_s_/_----/. -o-1 I KL/R 0 Y= 61.1 CB= .00 YLD= 36.00 ALtOWABLE STRESSES: FCZ= .00 I I I FTZ= .00 FCY= .00 FTY= .. 00 FA= i7.31 FT= 21.60 FV= .00 I -!!"' --..... ----------.. ---.. -----.... -.. _;_ --.. -----.. ----.. -----.... ---.... -------.. ---.. - 402 T W 1 0 X2 2 PASS : 2.85 C COMPRESS ION .00 . 0 5 1 .00 1 2 .00 ------.... -------.. --------·----------------_, --------.. -------------.. -----.. - I I MEM= 402, UNIT KIP-INCH, L= 51,5 AX= 3.24 SZ= I. 7 SY= I KLIR-Y= 61.1 CB= . 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= I FTZ= .00 FCY= .00 FTY= .00 FA= 17.31 FT= 21.60 FV= 2 . o I . o o I .oo I I --------.. ---... ---------------... ----.. -----.. --------------.. -.. ---...... --.. -, ---- 5 0 1 LD L30 306 PASS 13.56 C COMPRESS ION .00 .307 .00 20 .00 ---------------------------------~-------------~-----------------------I MEM= 501, UNIT KIP-INCH) L= 192.6 AX= 4.22 SZ= I. 7 I FTZ= .00 FCY= .00 FTY= .00 FA= 10.46 FT= 21.60 SY= FCZ= FV= 3 . o I .oo I . o o I 1 1 KLIR 0 Y= 118. 7 CB= . 00 YLD= 36. 00 ALLOWABLE STRESSES: ----------------------------------------------------------------------- (sk er. 2 2 I 3. <('. 2. • 3 ) //J-3/2 -User ID: Research Engineers, Inc. I FRAME* CALLAWAY MIXER MEZZANINE * PAGE NO. 3 8 I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ LOADING/ MZ LOCATION I ======================================================================= 502 LD L30 306 PASS COMPRESSION .301 21 I I 13.29 C .00 .00 .00 I MEM= 502, UNIT KIP-INCH, L= 192.6 AX= 4.22 SZ= 1. 7 SY= I KLIR-Y= 118. 7 CB= .00 YLD= 36.00 ALLOWABL~ STRESSES: FCZ= I FTZ= .00 FCY= .00 FTY= .. 00 FA= 10.46 FT= 21.60 FV= 5 0 3 LD L 3 0 3 0 6 PASS 15.16 C COMPRESS ION ,00 .343 .00 3. o I .oo I . oo I I 8 .00 I MEM= 503, UNI.T KIP-INCH, L= 192.6 AX= 4.22 SZ= 1.7 SY= I I KL/R-Y= 118. 7 CB= . 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= I FTZ= .00 FCY= .00 FTY= .00 FA= 10.46 FT= 21.60 FV= 3. o I .oo I . oo I I 504 LD L30 306 PASS 14.57 C COMPRESSION .00 .330 .00 I 9 .00 -----------------------------------------------""'-----------------------I MEM= 504, UNIT KIP-INCH, L= 192.6 AX= 4.22 SZ= I. 7 SY= 3.0 I I KLIR-Y= 118. 7 CB= . 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= . 00 I I I -~~~~ ---: ~ ~ --~~ =~ ---: ~ ~ --~~ =~ ---: ~ ~ --~ ~ ~ -: ~: ~ ~ --~~~ -: : : ~ ~ --~ ~~ ---: ~ ~ ---I I I I I I I I I I I I ;~!: ~OAD LIST 54 TO 69 {5.EC+. l(,J3_"l.-~) 5 6 6 . CHECK CODE MEMB l O l l O 2 l O 3 IO 7 l O 8 l O 9 l I 2 I I 3 I I 4 2 0 I TO 2 I 6 ( SEC. "1. z 213-i-<. I ) ]YlbrS, oO/ ./-o ~ o!,-J """> 2'( 3 )\ 3 .:r ) / B ~ < 71..1/11:. f-y -=. /2,0 % -//~ -t ~ /"2..0 ../ {71(_ --In/IX - ( 5 EG7'-2 2./ 3 -g_z.l) . p,I:, r. 5 o 3 (. WOr5-,.CA5E) K¼ :: //&~ 7 8 : !/f I+ ( //'6-1/2(1-z.t..) J -= .. 'B F .. 13 r "-s ,... °'" = ~ , B ( 10 -r ~) ~ 7. , 1 JJ. $ ; /S-lb / / 'f .. 2 2... ;: 3 .. s ',i'-~; < 7. I/ l<-,-t ; ,/ -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 39 I I * STAAD-I I I CODE CHECKING -(AI SC) *********************** I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I ======== ---== ------------------------------------------------------ i O 1 ST W21 X44 PASS 1 3 • 9 9 C AISC-Hl-3 .00 .245 -31.30 55 3. 0 0 I. I MEM= 101, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 I KL/R-Y= 9. 5 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: SY= 6.4 I FCZ= 23. 76 I I I FTZ= 23.76 FC-Y= 27.00 FTY= 27.00 FA= 21.l~ FT= 21.60 102 ST W21 X44 PAi;S 1. 1 2 C A I SC -H 1 -3 .00 . 1 9 8 -31.30 FV= 14.40 I 55 .00 ~ -.. -----_, -------.. --------.. -----.. ----.. ----------------.. -----.. -----------I MEM= 102, UNIT KIP-INCH, L= 102.0 AX= 13.00 SZ= 81.6 SY= 6.4 I I I KL IR -Z = 1 2 . 7 CB= I. 0 0 Y L D = 3 6 . 0 0 A· LL OW A Q LE STRESSES : · I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 4f.Ol _FT= 21.60 --------.. ---.. -.. ---"! ----.. --------.:. --------------------------------------.. FCZ= 2 3. 76 I FV= 1 4. 4 O I I 1 0 3 ST W2l X44 PASS 14.74 C AI'SC-Hl-3 .00 .244 -30.79 54 .00 ------------.. --, -------.. ----.. -.. -.... --.. ----------------------------------- I MEM= 103, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 s Y= 6. 4 I I KL/R-Y= 9.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I 107 ST W21 X44 PASS 20.65 T AISC-H2-1 I ·I FT Z = 2 3 . 7 6 FC Y = 2 .7 . 0 0 FT Y = 2 7 . 0 0 FA =; 2 1 . 1 8 FT= 2 1 . 6 O .207 21.54 FV= 14.40 I 54 3.00 .00 I. I MEM= 107, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 I Ki/R-Y= 9. 5 CB= 1. 00 YLD= 36. 00 ALEOWABLE STRESSES: SY= 6.4 I FCZ= 23. 76 I I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 21 .. 18 FT= 21.60 108 ST W21 X44 PASS 5.50 C A I SC -,H 1 -3 .-·o o, . i 1 3 -31.12 FV= 14.40 I 58 4.96 --~ --.. -: -.... -.. -----... ------.. -----_, ------.. -.. ---------------.. --------------- I MEM= 108, UNIT KIP-INCH, i= 102.0 AX= 13.00 SZ= 81.6 SY= 6.4 I I. I Ki/R-Z= 1'2. 7 CB= 1. 00 YLD= 36. 00 ALLO,WABLE STRESSES: I FTZ= 13. 76 FCY= 27.00 FTY= 27.oo FA= 21.01. FT= 21.60 FCZ= 23. 76 I FV= 14.40 I -.. -----------------· ----------:'" --------------------------.. --.. ----------- I ST W21 X44 PASS 8.76 C AISC-Hl-3 .00 . 2 1 0 -28.85 I MEM= 109, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 I KLIR-Y= 9.5 CB= 1.00 YLD= 3'6.00 ALLOWA[JLE STR'ESSES: 54 .00 s Y= 6. 4 I FCZ= 23. 76 I 11 FTZ= 23.76 FCY"i' 27.00 FT'Y= 27.00 FA= 21.1,8 FT= 2.1.60 FV= 14.40 I -,------.. -------------------~ ---. -------------.. -------.. ------------------ I I I I I I IJ-'fl./ -User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 40 I * I ALL UNITS ARE -KiP .MEMBER 'f.ABLE FEET (UNLESS OTHtRWISE NOTEfi) RESULT/ FX CR IT I CAi CONp / .MY RATIO/ .MZ LOADING/ LOCATION I =========================================== = ======================= ST l l 2 W2 l X44 PASS 14.68 C AISC-Hl-3 .00 .226 -27.88 65 3. 0 0 I I ----~ -.... ------.. ---...... --------------------------.. ---... -.. -.. --.. -----... -------- I MEM= 112, UNIT KIP-INCH, L= 36.0 AX:d 13.00 SZ= 81.6 s Y= 6. 4 I I KL/R-Y=sa 9. 5 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I ,I FTZ= 23. 76 FCY= 27. 00 FTY= 27. 00 FA= 21. 18 FT= 21. 60 FV= 14.40 I -----~---~----------------------------------'!'·------------------------- 1-13 ST W21 X44 PASS 2. 13 C AISC-Hl-3 .00 .204 -31.75 56 8.50 ------.. ------------------.. --... --.. --,_ --.;. --.; -------..: -----.. --... -----.. ---.. --... I MEM= 113, UNIT KIP-INCH, L= 102.0 A,X= 13 .. 00 SZ= 81.6 I I KL IR -Z = 1 2 . 7 CB= 1. 0 0 Y L D = 3 6 . 0 0 A LL OW ABLE S TRESSES : I FTZ= 23.76 FCY= 27.00 FTY= 27.011 FA= 21.01 FT= 21.60 s Y= 6. 4 I FCZ= 23. 76 I FV= 14. 40 I I --------------------------------------------~---.;.~------------·---------- l 14 ST W21 X44 PASS 12.24 C AISC-Hl-3 .00 .241 -31.75 56 .00 ----------.. ---.. ----""" --------.. ---.. ---.... ~ ---------... -------------..... ------- I MEM= 114, UNIT KIP-INCH, L= 36.0 AX= 13.00 SZ= 81.6 SY= 6.4 I I KL/R-Y= 9.5 CB= 1.()0 YLD=sa 36.00 ALLOWABLE STRESSES: FCZ= 23. 76 I FV= 14.40 I I. I FTZ= 23.76 FCY= 27.00 FTY= 27.oo FA= 21.1,8 FT= 21.60 -----------------------------~-----~------------------------------------- 2 0 l ST W2 l X44 PASS .27 C AISC, Hl-3 .00 . l 8 9 -30.38 59 4.30 1 1 MEM= 201, UNIT KIP-INCH, L= 51.6 AX= 13.00 SZ= 81.6 I KLIR-Z= 21.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: --------------------·-------------------~-----~------------------------ s Y= 6. 4 I FCZ= 23. 76 I I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.48 FT= 21.60 FV= 14. 40 I -... -------------------------------.. ----... , -------------:.. ---------------.. -- 202 ST W21 X44 PASS .03 C AISC-Hl-3 .00 .065 -10.48 59 .00 I MEM-= 202, UNIT KIP-INCH, L= 56.8 AX= 13.00 SZ= 81.6 1 1 kLIR-Z= 21.9 CB= 1.00 YLD= 36.00 ALLOWAB.!,E STRESSES: s Y= 6. 4 I FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 20.48 FT= 21.60 FV= 14.40 I 2 03 ST W2 I X44 AISC-Hl-3 11 MEM= 203, UNIT KIP-INCH, L= 39. 6 AX= 13. 00 SZ= 81. 6 PASS .26 C .00 .127 -20.40 60 .00 s Y= 6. 4 I I KLIR-Z= 21.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: 1 1 FTZ= 23.76 ·FCY= 27.00 FTY=sa 27.00 FA= 20.48 FT= 21.60 ST 4 W21 X44 PASS . 7 l C AISC-Hl-3 .!)0 .225 -3 5 . 9 l I I I I I I FCZ= 23. 76 I FV= 14.40 I 6 l .00 I lJ-'/1 User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANINE --PAGE NO. 41 I * I ALL UNITS ARE ·-KI-P MEMBER TABiE FEET (UNLESS OTH~RWISE NOTED) RESULT/ FX CRITICAL CONDI MY RATIO/ MZ LOADING/ LOCATION I I I I I I ----------------------------------------------~--------------------- I MEM= 204, UNIT KIP-INCH, L= 28.1 AX= 13. 00 SZ;= 81. 6 SY= 6.4 I I KL/.R-Z= 21. 9 CB=; 1. 00 YLD= 36. 00 4LLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA'= 20.48 FT= 21.60 FV= 14.40 I _____________________________________________ .;._.; _____________ .., .................... .. 205 ST W2'1 X44 PASS 1. 18 T AISC-H2-l -. 0 1 . 132 -20.50 I MEM;= '205, UNIT KIP-INCH, L= 25. 9 AX= 13. 00 SZ= 81. 6 I KLIR-Z= 15. 9 CB= 1. 00 -YLD= 36. 00 ALLOWABLE STRESSES: 55 2. I 6 s Y= 6. 4 I FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= ;20.84 FT= 21.60 FV= 14.40 I 206 ST W2·1 X44 PASS . 1 9 T AISC-H2-l .00 . 0 6 1 9. 6 5 I MEM= 206, UNIT KIP-INCH, L= 51.0 AX= J-3.00 SZ= 81.6 I KLIR-Z= 15.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: 5 8 .00 SY= 6.4 I FCZ= 23. 76 I I FTZ= 23. 76 FCY= 27 .. 00 FTY= 27. 0() FA= 20. 8·4 FT= 21. 60 FV= 14. 40 I 2 0 7 ST W2 1 X4 4 PASS 1'. 17 T AISC-H2-l .00 .082 -1 2 . 6 1 56 .00 -;. -.. ---------.. --------------------------~' .. -·--------... -----.. -------------I MEM= 207, UNJT KIP-INCH, L=; 51.0 AX= 13.00 SZ= 81.6 s Y= 6. 4 I I KL/R-Z= 15.9 CB= 1.00 YLD= 36.00 AELOWABLE STRESSES: 11 FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.84 FT= 21.60 FCZ= 23. 76 I FV= 14.40 I 208 ST \1/21 X44 PASS .85 T AISC-H2-l .003 .00 54 3. 0 7 .00 I 1. MEM= 208, UNIT KIP-INCH, L= 36.8 AX= 13.00 SZ= 81.6 I KL/R 0 Y= 9.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: s Y= 6. 4 I I FCZ= 23. 76 I I FTZ= 23 .. 76 FCY= 27. 00 FTY= 27. 00 FA= 21. J-8 FT= 21. 60 FV= 14. 40 I ---.. ----... --------------.. -.. --~ ------.... -----~ --------~.! --------------.. ---- 209 ST W2 l X44 PASS .26 C AISC-I:Il-3 .00 . 179 -28. 80 6 1 4.30 .. -.. ----=-----.. ---.. ----~ -..... -----------------;. --.. ~ ----------.. -------.. --.. --.. - 1 1 MEM= ;209, UNIT KIP-INCH, L= 51.6 AX= 13.00 SZ= 81.6 I KLIR-Z= 21. 9 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23.76 'FCY= 27.00 FTY= 27.0Q FA= 20.48 FT""' 21.60 s Y= 6. 4 I FCZ= 23. 76 I FV= 14. 40 I I I I I I I I 2 1 0 ST W21 X44 PASS . 29 C AISC-Hl-3 .00 .056 -8.94 55 2.37 -.... ----.. ------------------.... ------.. -... -------------.... --------------------I MEM= 210, UNIT KIP-INCH, L= 56.8 AX= 13.00 SZ= 81.6 s Y= 6. 4 I J KLIR-Z= 21. 9 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: FCZ= 23. 76 I I FTZ= 23.76. FCY= 27.00 ·FTY= 27.00 FA= 20.48 FT= 21.60 FV= 14. 4 0 I -· --------------.. --..: --.. ----.. --.. --.. ----.. ---....... --------.. --...... ------------- I * FRAM~* CALLAWAY MIXER MEZZANINE User ID: Research Engineers, Inc. --PAGE NO. I ALL UNITS ARE -KIP MEMBER TABLE FEET (UNLESS OTHERWISE NOTED) RESU~T/ FX CR IT I CAL COND / MY RATIO/ MZ LOADING/ LOCATION I I I ======== _==============---'==.-==========-=======·=, =================== 2 1 I ST W21 :?(44 PASS .30 C AISC-Hl-3 .00 . 1 l 8 -18.81 58 .00 ----------------------\ -"':' ------------.... ---.. ---------.. -.... --... -.. ----------.. I MEM= 21l, UNIT KIP-INCH, L= 39.6 AX= 13.00 SZ= 81.6 SY= 6.4 I I KL/R-Z= 21.9 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY= 27. 00 FTY= 27. O·O FA= 20. 48 FT= 21. 60 212 ST W2 1 X44 PASS .68 C AISC-Hl-3 .00 .228 -36.35 FCZ= 23. 76 I FV= 14.40 I 59 .00 -----... ----------------------------------------------~------------------I MEM= 212, UNIT KIP-INCH, L= 28.1 AX= 13,00 SZ= 81.6 1 1 KLIR-Y= 9. 5 CB= 1. 00 YLD= 36. 00 ALLOWABLE STRESSES: I FTZ= 23. 76 FCY·= 27. 00 FTY= 27. 00 FA= 21. 18 FT= 21. 60 SY= 6. 4 I FCZ= 23. 76 I F V= 14. 4 O I I 2 1 3 ST W21 X44 PASS I . 0 9 T AJSC-H2-l .00 . 1 3 8 -21.61 I MEM= 2.13, UNIT KIP-INCH, L= 25.9 AX= 13. 00 SZ= 81. 6 I KLIR-Z= 15.9 CB= 1.00 YLI)= 36.00 ALLOWABLE STRESSES: 56 2.16 SY= 6.4 I FCZ= 23. 76 I FV= 14.40 I I IFTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.84 FT= 21.60 ___________ .; ________________________________________ .., ..................................... .. 214 ST W2J X44 PASS .28 T AISC-H2-I .00 .072 -11.51 57 4.25 1 1 MEM= 214, UNIT KIP-INCH, L= 51.0 AX= 13.00 SZ= 81.6 I KL!R-Z= 15. 9 CB= I. 00 YLD= 36. 00 ALLOWABLE STRESSES: SY= 6.4 I FCZ= 23. 76 I I I FTZ= 23. 76 FCY= 27. 00 FTY= 27. 00 FA= 20. 84 FT= 21. 60 FV= 14. 4 0 I _________ ,;. ____ ._ ___________________ ,.. ______________________________________ _ 2 1 5 ST W2 l X44 PASS 1.27 T AISC-H2-l .00 .096 -14.80 57 .00 I MEM= 215, UNIT·KIP-JNCH, L= 51.0 AX= 13. 00 SZ= 81.6 'I I KL IR -Z = 1 5 . 9 CB= 1 . 0 0 Y LD = .3 6 . 0 0 ALLOWABLE STRESSES : I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA= 20.8.4 FT= 21.60 SY=;, 6. 4 I FCZ= 23. 76 I FV= 14. 40 I 2 1 6 ST W21 X44 AISC-H2-I I I MEM= 216, UNIT KIP-INCH, L= 36.8 AX= 13.00 SZ= 81.6 PASS .84 T .00 .003 .00 54 3. 0 7 SY= 6.4 I I KLIR-Y= 9.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23.76 I I I FTZ= 23. 76 FCY= 27.00 FTY= 27.00 FA= 21.18 FT= 21.60 ------·-----------------------------·---------------~------------------FV= 1 4. 4 0 I 5 6 3. * 564. LOAD LIST 38 TO 53 565. ·PRINT SUPPORT REACTIONS 42 10-'/1 I I ALL ' 1ColLt.dov E..lEmer-J fs ,, oJ. P~rt. I I I I CoJ. t ChE:. c)< ll s 'aJJ Comb '""1rhuv; S G Ctf_-I I:, 3 3 . Z . & ~ /1 /5 C ~ j 7. -User ID: Research Engineers, Inc. FRAM-E * CALLAWAY MIXER MEZZANINE --PAGE NO. 43 I * //)-'/9 I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE --.. --------, .. ----- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 3 8 .28 37.95 14. 0.2 7 5. 7 6 .00 .00 ·3 9 . 2 1 14.98 -10.56 -62.75 .00 .00 40 .32 3 7. 0 9 12.62 67.90 .00 .00 I 4 1 . 1 6 1 5 . 8 5 -9 . 1 7 -54.89 .00 .00 42 -.04 23.24 l . 2 1 3.85 .00 .00 43 .52 29.69 2.24 9 . 1 6 .00 .00 44 -;06 2 3. 5 7 I .74 6. 8 4 .00 .00 I 45 .54 29.36 1 . 7 1 6 . I 8 .00 .00 46 . 1 1 2 1. 21 12.98 71. 8 5 .00 .00 47 .04 -1 . 7 5 -11.60 -66.65 .00 .00 48 . 1 6 20.35 1 1 . 5 9 64.00 .00 .00 49 .00 -. 8 9 -10.20 -58.79 .00 .00 I 50 -.28 5. 6 3 .Q4 -.77 .00 .00 / 5 1 .36 12.96 1 . 2 1 5. 2 5 .00 .00 52 -. 2 2 6.83 . 7 1 2. 9 3 . .00 .00 53 .37 12.63 .68 2.27 .00 .00 I 5 38 1 . 0 6 7 1 . 8 8 1 4. 7 9 77.12 .00 .00 39 3.36 46.60 -8.66 -53.97 .00 .00 40 3. 4 8 76.50 14.68 7 6. 5 3 .00 .00 41 .94 41.98 -8.55 -53.38 .00 .00 I 42 -10.4$ 3 3. 8 0 3.86 14.67 .00 .00 43 14.90 84.68 2.27 8. 4 7 .00 .00 44 -11.27 32.22 3.80 1 4. 3 5 .00 .00 45 1 5 . 6 9 86.26 2. 3 2. 8.79 .00 .00 I 46 -. 2 5 34.28 12.53 68.58 .00 .00 47 2.05 9.00 -10.92 -62.51 .00 .00 48 2 . 1 7 38.90 12.42 67. 99 .00 .00 49 -.37 4 : 3 8 -10.81 -61.92 .00 .00 I 50 -15.23 -10.70 1. 8 2 6. 9 7 .00 .00 5 1 L3. 5 9 4 7. 0 8 . 0 1 -.. 0 7 .00 .00 52 -12.58 -5 . 3 8 1 . 5 5 5. 8 2. .00 .00 53 14.38 4 8 .. 6 6 .07 .25 .00 .00 8 3 8 -4. 8 2 26.54 12.29 . 6 6. 6 4 .00 .00 I 39 . 1 4 .57 -9. 5 5 -56.15 .00 .00 40 -2.42 2 2. 2 1 1 3 . 1 6 71 .50 .00 .00 4 1 -2. 2 7 4.90 -10.42 -61.00 .00 .00 42 -15.14 42.22 1.89 7. 9 2 .00 .00 I 43 10.46 -1 5 . 1 1 .85 2. 5 7 .00 .00 44 -15.93 4 3. 4 5 1 . 4.0 5 . 1 5 .00 .00 45 11 .24 -16.34 1 . 3 5 5 . 3 5 .00 .00 46 -3 . 4 4 20. 14 1 1 . 5 8 63.89 .00 .00 I 47 1 .52 -5 . 8 2 -1 ·0 . 2 6 -58.90 .00 .00 48 -1 . 0 3 1 5 . 8 1 12.45 6 8. 7 4 .00 .00 49 -.88 -1 . 5·0 -lf.13 -63.75 .00 .00 50 -17.23 4 3. 6 0 1 . 3 2 5.89 .00 .00 I 5 1 1 1 . 8 4 -21.51 . i 4 -. 1 8 .00 .00 52 -14. 54 37.06 .68 2.40 .00 .00 53 1 2 .. 6 3 -22. 74 .64 2.59 .00 .00 I I I I I -I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MEZZANiNE ·· PAGE NO. 44 * /0-'1'1 SUPPORT REACTIONS -UNIT KIP FEET STRUCTUR~ ··TYPE SPACE JOINT LOAD l 0 3 8 39 40 4 l 42 43 44 45 46 47 48 49 50 5 1 52 53 l 4 3 8 39 40 4 l 42 43 44 45 46 47 48 49 50 5 l 52 53 1 7 3 8 39 40 4 1 42 43 44 45 ,4 6 47 48 49 50 5 l 52 53 FORCE-X . 1 8 .25 . 1 4 .30 · . 1 0 . 5 3 · . 0 7 . 5 I .04 . 1 1 -. 0 1 . 1 6 -.33 .39 -. 2 1 . 3 6 3.78 I. 5 0 I . 3 5 3. 9 2 -11.65 l 6. 9 3 -10.27 l 5 . 5 5 2 . l 5 • . 1 3 -. 2 7 2.30 -17.15 1 5 . 3 0 -1 1 . 9 0 1 3 . 9 2 • . 4 8 -5.45 -2.88 -3.05 -17.34 1 l. 41 "15. 97 10.04 l . 3 7 -3.59 ~ 1 . 0 2 -l.20 -19.39 13.27 -14.12 11.90 FORCE-Y 12.89 35.83 1 3 . 7 5 3 4 .. 9 7 21.66 27.05 2 1 . 3 8 27.34 • 1 . 9 0 2 1 . 0 4 .. • 1 . 0 4 20.18 6. 1 4 12.26 6.59 1 2 . 5 5 53. 7 8 7 9 . 1 1 49.16 83.73 36.98 9 5 . 9 I 39.77 9 3 . 1 2 10.67 36.00 6. 0_5 40.62 -14.12 5 2 . 8 l • 3 . 3 4 50.02 8 . 2 1 3 4. l 5 12.54 2 9. 8 2 5 3. 3 5 -10.99 50.85 · 8 . 4 9 -3.77 . 22. 1 6 .56 17.84 50.09 -22.97 38.87 -20.48 FORCE-Z 10.63 -13.96 9.22 -12 .. 56 -1 .93 · 1 . 4 0 -1.40 -1.93 1 1 . 6 0 -12.98 10.20 -11.58' -1.02 -. 4 3 -.4~ -.96 8. 5 2 -14.64 8.40 -14.52 -3.79 -2.33 -3.84 -2.28 l O. 7 9 -12.36 10.68 -12.25 · I. 7 1 · . 0 5 • l . 5 7 .00 9.36 -12.23 l O. 2 2 -13.10 -1 .22 -1.66 • l . 7 1 · I. l 6 1 0 . 1 l -11.48 . l O. 9 7 -12.35 • . 4 I • . 9 1 -.96 • . 4 1 {ft:cf. ZZ../3-5. I) /J, .: 23 ~ -... MOM-X 63.07 -75.47 5 5 . 1 8 -67.59 -7 . 9 1 -4.50 -4.94 -7. 4 7 66.68 -71.86 5 8. 7 9 -63.97 -4.76 • . 8 8 • l . 3 3 -3.86 5 3 . 5 9 . -76.39 53.00 -75.79 -14.03 -8 . 7 7 -14.34 -8. 4 6 . 62.07 -67.91 6 l . 4 7 -67.31 -6. 2 7 • . 2 9 -5.86 .02 5 5. 6 4 -66,16 6 0. 5 0 -71 .02 • 3 . 7 l • 6 . 8 l -6.48 -4.04 58.35 -63.45 6 3 . 2 1 -68,31 -.58 -4 . I 0 -3.77 -1 . 3 3 MOM-Y .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2..3/'/ -:, I</ 1/'J;: 5.15 /buil MOM Z .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -I .I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 45 * JO-So SUPPORT kEACTIONS -UNIT KIP FEET STRUCTURE TYPE -SPACE -----_, ------... ----- JOINT LOAD FORCE-X FORCE~Y FORCE-Z MOM-X MOM-Y MOM Z **********•*** END OF LATEST ANALYSIS RESULT************** 5 6 6. * 567. STE-EL TAKEOFF -I I I I I I I I I I I I I I I , I I I User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MEZZANINE --PAGE NO. 46 • PROFILE ST Wl2 X65 ~T W21 X44 ST W21 X50 ST CI O XI 5 ST WI0 X22 T WI0 X22 LD L30 306 LENGTH(FEET) 7 2. 0 0 143.80 29.00 14. 5 0 35.96 8. 5 8 64.20 TOTAL= WEIGHT(KIP) 4. 6 7 0 6.348 1.448 . 2 2 1 .792 .095 .920 14.49 •••••••••••• END OF DATA FROM INTERNAL STORAGE•••••••••••• 5-69·. · FINISH ••••••••••••••• END OF STAAD-III ••••••••••••••• •••• DATE= JUN 23,1998 TIME= 8:35:19 •••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • For questions o n S T AAD -I I I , contact.: • • Research . E n g -i n e e r s , Inc at • • We st Coast : Ph-( 7 I 4) 974-2500 Fax-( 7 I 4) 921-2543 • • East Coast: Ph-( 5 0 8) 688-3626 Fax-( 5 0 8) 685-7230 • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••• JlJ-5 I -LOUIS 5J PERRY _ · 011 ASSOCIATES ~--' Cl . INC • SCALE . SHEET NO. OF -- PLANNERS • ENQ,NEERS • ARCHITECTS.• MANAGEMtNT P-t.v 1-$,RJ / LJ-5 2.. JOB T1TI.E DESCRIPTION CHECKED BY DATE _______ _ ' 0 ~ 40'-o• (N.T.S.) .3 NOTES: J.IJ--53 ,. FOR GENERAL NOTES. ·SEE owe. ·nm. t 11'·•· (N.T,S.) "~~,., }-& ~~ ~ I HOLD ; I (··-e· . i I 10'-e· l J'·•· I 2. FOR EXISTING FIW,UNG, SEE •PRII.IE . STRUCTURAL ENGINEERS" DRAWINGS. .A"\_1'-9 1/16• 1 I I I 1·-2 9/16", 1 'I" r 11·-2 9/16. I I I q_ I.ADDER DOWN TO EL o·-o· OUll.lHE OF MIXER BISE PLATE ! · · '. j 2·-• 1;e· 2·-1 v•· r-J v•· EXJSTC:X.. I I b I I EXISTCOL. I I I . . ' I . ~ I I I I ' . . I • . TS5,6"3/I~· H LD ~ . ~ Ji-r 1551611/• -'f---r-t 1--+-' --+--'~-~1--,·~ -z.--, ,-+---,---~--\:::Ii=:=:=~-----i~-~--T- .. ~I ·'? .i ' t/-?:J I -r.1,1!.. '!!! --;:-+ /.ls~ 3. t. t I 12 :;.') i ~. tY3 ll I 0 ;;. +-+-~ --T-A 4~J , :ii ~ ~L, I~ 1r :~=--=-,, ~t-: --,----, 0 ~ 0 -::. fi UP 10 ~.3 ·'7 "fj~ -~ .___,... !':" l -() ~ • -5'. <::!,. I -f"tL•.s. '::s! 2-~ 2, i z i ...,,_ ~ '½' ci •. \o '~ ~I --·-:-r- ' .... 01 ~ ' ., :2 ,. .... MIXING MEZZANINE FRAMING PLAN AT EL. 12'-0" /0.•-1• __ n• -1--SCALE: .3, ~ -I -u \1/:,IL. .... -5/16" U.N.O,) J'f NOlll!W. SCH. 40 El.EV. VARG•SEE FUN PRruM---~---~ •" • STEO. SI.EEV[$ lrJST • : BE rREE or COl«:Rtlt • • • TO PEIMT PROPER ALX:N\100:---..,,.-~ .. • ~ cl i \o ~AFIU 1101.T 1$ N '<-'Ct e· Tl!O. ______ __, TYPICAL ANCHOR BOLT MARKS A, B & C DETAIL SCALE: NONE MEZZANINE EQUIPMENT ANCHOR BOLTS BOLT PIPE SLEEVE ~-· - ------2:- I <'. "2 -J 1/" ·Le. "" . _,. 14'-J)_· n. 1r-o· ,:i~ HOLD i .. ...... ~ 1---1, -w I ~ .n ·, l!i . l _!_ 5/16. CHJ('!), P!ATE (m>.) 5 y -=:> !35 «7 F~1~. ~ tJ, ~ l. • ' { ( Cc,-,•l.:~ ,.-'y,) '..I ~ ,I i; (/./."2..$ )y ;/ I /~16. I ~L /2.._:_, z., .. ~ ,]b y fll,.6. '-~ ,.v, ~J. 2-, 2. (!, b :./ "1'.r;._1 (!, • ~ 'I• 3 I S7 .... """J 1/i..uJ.. ~ f."3/L . l = 2.. I I :::;> /'!fl.Xe"' (wr. ')! 2~.,0c?c/') r~l'/Jrc;x.._ ,1/~c,; ~ ,'xg ,..= rs 11 .__j ..• -- i-al'JO 'Y ~r,,a ~ ~ 5 2/ ~SF 29.t'/ .{ => /l.looce (! ( wT. ,:::: i,., Soc>1) {IIPlr&-,.., /J(eA ~ s'x 11) 1 = So~~ 8J c'? ~OftJtl.. ( w1: c-1z 1 700 Jt) (Rnrox 1h~r. ~ t/'xv-f':: 3:J ii] t I! ON set v. (13~.s.-r:c1 0 ,.; A () , \ /J .(.. rnt>-lo.,,-) ({Jy,.,-/J~vt, '-:J-AO ty/1)/J. c:'7 Z•S). ,C. rnQ-/o,-r.,.,,1(~ ~~-. t,,fll~ .£ /ta ~.S'jD JL~ MARK OUAN. DIA. LENGTH THO PROJ. DIA. LENGTH KEY PLAN 0 A II 1 1/4 2·-11 3/4" 4• II T/2" 3" 1'-6 1/4" B II I 1/4 3•.g 1111· 4• 5 1/2" 3" 2'-10 3/8" C 8 1 1/4 -.·-o 7/8" 4• 5 1/2". 3• 3'-1 3/8" PRELIMINARY A SCAl£: IIOSC'J.£ ~ CA.LLAWA.Y GOLF BA.LL COMPANY MANUFACTURING F'ACIUTY STRUCTURAL MIXING MEZZANINE FRAMING PLAN at ELEV'S. DtSOIEft I ~m I I 1=1...,·=1~ ; nrrn u11•-••-"'•~ ~ LOUIS PERRY ~c R, ASSOC~TES b] v.. •INC• , ·,-·,·· 1 I I l6~~Ep I :.: ~m I £.Ill I .,,., •• I .&..t:. NOTED I 311•.1•-o• II -- DAAWINC~ PHONE (330) 334-15M I . ·--I I ; f>:f. (330) 334-1- -----· · ,U,T ~TC,.f 17021 110JS02u I •12•/9• I I I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334.i1585 FAX NO: (330) 334-1658 Dsgrir: JTC Date: 10:55AM, 23 JUN 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: Rev-50,4001 Steel Column Ba$e Plate Description MIXER:-MEZZ. COLUMNS (CASE 13) I General Information Axial Lo.ad X-X Axis Moment Plate D~pth Plate Width Pier Height Pier Width fc Fy LDF 127.00 k 25.00 k-ft 22.000 in 14.000 in 36.000 in 36.000 in 3,000.0 psi · 36.00 ksi 1.000 AISC Edition 9th Edition Steel Section Section Depth Section Widt~ Flange Thick· Web Thick Anchor·Bolt Data Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Plate D~sign · ,; Allow Concrete Bearing 1.315 in < /.7~ ./ PerACI 10.15 .Min. Req'd Plate Thick Analysis Type. Tension Force per Bolt Bearing Stress Max 'Plate Capacity for Allow. B~aring 3 PerAISC J9 0.000 k 677.98 psi 585.05k W12x65 12.120 in 12.000 in 0.606 in 0.390 in 2.000 in 2 23.400 k 1.227 in2 Baseplate OK 3,229.2 psi 1,899.5 psi /f-/ Page 1 I C:\ 1706\CALLAWAY.ECV>{:Calculations . KW-06029T0, Ver 5.0.4,10:oec-f9"9T,Win3~ I I I I 1. I I I I I I I I I I I I I I 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 10:56AM, 23 JUN 98 Description : STRUCTURAL DESIGN . "MIXER MEZZANINE PL.A TFORMS" Scope: /-E Z.. Rev: so4·001 Steel Column Base Plate Page 1 Descrjption MIXER-MEZZ. COLUMNS (CASES 30 to 37) j -Generar Information Axial Load 92.00 k X-X Axis Moment 78.00 k-ft Plate Depth 22.000 in Plate Width 14.000 in Pier Height 36.000 in PierWidth 36.000 in fc 3,000.0 psi Fy 36.00 ksi LDF 1.000 AISC Edition 9th Edition Plate Design · .. , Min. Req'd Plate Thick Analysis Type . Tension Force per Bolt 1.770 in~/.,~ 1 9.449 k i/ Bearing Stress Max Plate Capacity for Allow. Bearing 1,342.59 psi 585.05k /.17 ~7S ~ /.OJ I· Steel Section Section Depth Section Width Fl~nge Thick Web Thick Anchor BoltData Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Allow Concrete Bearing . Per ACI 10.15 PerAISCJ9. W12x65 12.120 in· 12.000 in 0.606 in 0.390 in 2.000 in 2 23.400 k 1.227 in2 Baseplate OK 3,229.2 psi 1,899.5 psi I lc}l9'ff3-=9TE!ilERCALC C:\1706\CALLAWA Y.ECW:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I I I I I Title : CALl:.AWA Y Job # 1706 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (33()) 3~4-1585 FAX NO: (330) 334-1658 Dsgnr: JTC Date: 10,56AM, 23 JUN 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" ~cope: Rev: 504001 Steel Column Base Plate Description MIXER-MEZZ. COLUMNS (CASE 46 to 53 'A') I Ge_neral Information Axial Load 0.01 k · SteefSection X-X Axis Moment 21.70 k-ft Section Depth Section Width Plate Depth 22.000 in Flange Thick Plate Wiclth 14.000 in Web Thick Pier Height 36.000 in Anchor Bolt Data PierWidtli 36.000 in Dist. from Plate Edge fc 3,000.0 psi Bolt Count per Side Fy· 36,00 ksi Tension Capacity LDF 1.000 Bolt Area AISC Edition 9th Edition Plate ·Design Mih. Req'd Plate Thick Analysis Type ,, ,/.Allow Concrete .Bearing 0.830 in < / · 7 S" Per ACI 10.15 Tension Force per Bolt Bearing-Stress Max Plate Capacity for Allow. Bearing 1 Per AISC J9 7.697 k "II 341.17 psi 585.05k W12x65 12.120 in 12.000 in 0.606 in 0.390 in 2.000 in 2 23.400 k 1.227 in2 Baseplate OK 3,229.2 psi 1,899.5 psi /-E 3 °'-. Page 1 I lcJT9"83-97 ENERCALC · C:\1706\CALLAWAY.ECW:Calculations KW-0602910, Ver 5.0.4, 10-Dec-199T,Win3-Z- -I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 10:56AM, 23 JUN 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: /-G3 b Rev: 504001 Steel Column B~se Plate Page 1 '/ Description . MIXER-MEZZ. COLUMNS (CASE 46 to 53 'B') I General. Information Axial Load O . .D:I k Steel Section W12x65 X-X Axis Moment 68.00 k-ft Section Depth 12.120 in Section Width 12.000 in Plate Depth 22.000 in Flange Thick 0.606 in Plate Width 14.000 in Web Thick 0.390 in Pier Height 36.000 in Anchor Bolt Data Pier Width 36.000 in Dist. from Plate Edge 2.000 in fc 3,000.0 psi Bolt Count per Side 2 Fy 36.00 ksi Tension Capacity 23.400 k LDF 1.000 BoltArea 1.227 in2 AISC Edition 9th Edition Plate Design Min. Req'd Plate thick Analysis Type ., Bolt Tension Capacity Exceeded! Allow Concrete Bearing C .:S cl=. t3 £.Lo 1.) {) Tension Force per Bolt Bearing Stress Max Plate Capacity for Allow. Bearing 1.469 in <:. J,7$ 1 /<. 24.125 k r:t Z.3-'t 1,068.89 psi 585.05k 2. '-/. I Z-5 / -- / z3. 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SCALE ------SHEEI' NO. 2-OF - PLANNERS • ENGINEERS • ARCHITEC1S • MANAGEMENT v/SJ; el b /i.3 B '2 4 .., 3 l i hiJJ I I ::h, ;_~\1/.' i./ /: ~!1~\ oit)l l l Jl.~/r: ~/t2.1 [: s1_,,, ·\ ; ~<.-Ji,,~>~~ I ······:·· .. ···= .. ~····:·--·4!--..~.'C>:J~ .. :./~-·····+···t.l···4.·.-.~·: ... 0:-.:±:.:_······;·······:······."(..4l .. :·······:·······;·······:~-·:·······:····--~S.• .. :·····--tk&·:····d·!·······=······· #'1J I .. a1JrJ1.k-11:~bi ... J·J.J .. !:..!~LJll.l.JJ .. L l J.J. l .. J,Vi + I . : : : : : : : : : ~= l~tli..ob . :.-b : : : : : .;.,, . : : : : : I I ·---. ~ · LOU I S JOB TITLE LL.IJw 1 PROJECT No. [ZQb log PE R. RY DESCRIPTION /J'-TF. -f>.v-41 -- . · CALCULATED BY . ~ DATE S/ P lj 8 C7 & ASSOCIATES -8'I ~ DA1E ~;;ny-;,:, I D..J . INC. SCALE . SHEET NO. L OF -- PLANNERS •. 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CHECKED BY ______ .........,__,,__ SCN..E ------- DATE ,.S-, 2 B:9 .B SHEET NO. _j_ OF __ PLANNERS.• ENGINEER$ • ARCHITECTS • .MANAGEMENT zc..1-1 l I : : : : : ,{) t. : ' . : ~ : , =" ve.~ . : : : : : : : : : : : LL : L.:.e v:--L £ : •••••••••••••• -....................................... .),. •••••••••• #0 •••• ~ ......................................................................................................••••••••••••••• ::-v •••••••••••••••••••• J:::T::i :T:t.~~11:::~f ~f 1:t':J!.:i:I i 1::i:1 IT L1=:r~H~?:r r ! L l ir:;;a,2 b1'"dvdc--i ¾X i-:>1 i-::,00 i .r i ~/ti i ~ao~lf .ir-r.1 :· I 1 i i ....... : ...... ;r..~ ..... ~: ........ : ....... : ............... ; ... I.Y.i ....... ; ....... ;-.... ; ....... ~ ... -: ...... ifJ S-1:-...... ; ... -........ : .... : ... ~ ................. ; .... O,, .. · .. : ...... ; ....... : .. ·····:·· ..... = ....... ; ..... .. • . : :l:: •• •• : :• (rt'r vq 1 .. r7 .~ 0 1 .f, _ski. tJh __ ! 0 7<-~tJ .!··I •Li•:•:•::C r ::! 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CALCULATED S'I' 4,c_ [),A.TE ____ 5...._lt:-<.I-C9_,.Bo...-__ CHECKEQ S'I' ------DATE _____ _ SCALE -------SHEET NO. _!f._ OF -- ·2C.,. / -2/ . . ; . : ~ .. _ ~ ; : ~ rJ,,.1r/t-ll...k -1 :.. 3 = A , i : , = = 1 = = = = = = = = = ; = = = .... ··1······y-·--··;·······;·······r· -;··· i ; , h · sb--·i····---i----_· L····l, ._ .... l· ·.····l······ l· ...... l .. P; ····-1--· ... ·l······ '1-····+· ~··l·······~······~-,)··· ... : .. ~··;·······~··~ .. . ",.. . .. , ....... , ..... , ....... , ...... , .. {, .. , ..... ,., ....... ,.. .., .... 1 . k . . . i .. + .,.. • 9. ..... ,,1.'l.l.,. t.~J ,lll ....... 1 ... ., .. , ....... 1 ....... 1 ....... 1 ....... / ....... 1 ....... 1 ....... 1 ....... j ....... 1 ....... J ..... r: -! ! -! b ! ! ! ! J ..... 1 .. ~ .. J~ ... 1 ....... t:) ..... JiJ ..... 1 ....... L ... . : : : : : : : : : : : : : : "' =o " : : : = 1.1 : : r: -V1 C 3 : /( !• ~ ,z 7..fJ ~ -I I I I I I I I I I I I I I I I I I I LOUIS PE_RRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330} 334-1585 FAX NO: (330) 334-1658 I J Rev: 504001 i Description· BEAM-36A j Gen~ral Information Steel Section : W8Xt8 Center Span Left Cant. Right Cant Lu : Unbraced Length : Distributed· Loads I #1 DL 0.153 LL 0.384 ST Start Location End Location 5.600 I Poin·t Loads #1 Dead Load Live Load 0.150 Short Term Location 2:800 5.60 ft 0.00 ft 0.00 ft 5.60 ft #2 #2 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 11 :37 AM, 27 MAY 98 Description : STRUCTURAL DESIGN z " . I _ C: "MIXER MEZZANINE PLATFORMS" l... - Scope: Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #3 #4 Fy Load Duration Factor #5 #6 #5 #6 36.obks, 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft ·Page 1 ~ I I Beam'OK Using: W8X18 section, Span= 5.60ft, Fy = 36,0ksi End Fixity = Pinned-Pinned, Lu = 5.60ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv. : Shear Stress fv / Fv j Force & Stress Summary Maximum Max. M + 2.39k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left 1.63k Shear @ Right 1.63k Center Deft. -0.007 in Left Cant Defl O.OOOin Right Cant Def O.OOOin ... Query Defl @ 0.000ft Reaction @ Left 1.63 Reaction @ Rt 1.63 Fa calc'd per 1.5-1, K*Ur < Cc \C/'f983-97 ENERCALC Actual 2.385 k:..ft 1.882 ksi 0.087: 1 1.629 k 0.870 ksi 0.060: 1 Allowable 27.376 k-ft 21.600 ksi 26.960 k 14.400 ksi Max. Deflection -0.007 in Length/DL Deft 31,906.4 : 1 Length/(DL+LL Deft) 9,120.8: 1 «-These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST _Qn!L (@. Center @. Center @Cants (@. Cants 0'.67 2.3'9 k-ft k-ft k-ft k-ft 0.48 1.63 k 0.48 1.63 k -o.po2 -0.007 -0.007 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 ·o.ooo 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.48 1.63 1.63 k 0.48 1.63 1.63 k c:\ 1706\callaway.ecw:Calculations KW-0802910, Ver 5.0.4, 10-Dec-1997, Win32 I I I I I I I I I I ·I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 504001 Description · BEAM-36A ; Section Properties W8X18 Depth · 8.140 in Width 5.250 in Web Thick 0.230 in Flange Thickness 0.330 in Area 5.26 in2 (c) 1983-97 ENERCALC Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 11 :37 AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" ze..1-h · Steel Beam Design -Page 2 r Weight I 17.87 #/ft r-xx 3.430 in I-xx 61.90 in4 r-yy 1.231 in I-yy 7.97 in4 Rt 2.625 in S-xx 15.209 in3 S-yy 3.036 in3 c:\1706\callaway ;ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I. I I Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 11 :27 AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMQKJ;:RISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 504001 2c. .. 1-, Description BEAM-36B · I General Information Steel Section : W8~18 Center Span Left Cant. Right Cant Lu : Unbraced Length I bistribLJted Loads 22.00 ft 0.00 ft 0;00 ft 6.40ft Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST AcfT ogether Fy Load Duration Factor 36.ooks, 1.00 ·Page 1 ~ t I #1 DL #2 #3 #4 #5 #6 #7 LL 0.210 ST Start location End Location 22. 000 Using: W8X18 section; Span= 22.00ft, Fy= 36,0ksi End fixity = Pinned-Pinned, Lu = 6.40ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary Actual 13:786 k-ft 10.877 ksi 0.504: 1 2.507 k 1.339 ksi 0.093: 1 Allowable 27.376 k-ft 21.600 ksi 26.960 k 14.400 ksi Max. Deflection Length/DL Defl Length/(DL +LL Def!) k/ft k/ft k/ft ft ft Beam OK -0.669 in 5,032.5: 1 394.6: 1 I <<-These columns are Dead + Live Load placed as noted -» Max. M + Max. M~ Ma.x. M @ ·Left Max. M-@ Right · Shear @ Left Shear @ Right Center Defl. Left Cant Def! Right Cant Def ... Query Defl @ Maximum 13.79k-ft 2.51 k 2.51 k -0.669in O.OOOin O.OOOin 0.000ft Reaction @ Left 2.51 Reaction @ Rt 2.51 Fa qalc'd per 1'.5-1, K*Ur < Cc i-Section Properties W8X18 Depth 8.140·in Width 5.250 in Web Thick 0.230 in Flange Thickness 0.330 in Area 5.26 in2 (c) 1983-97 ENERCALC DL ...9n!L 1.08 0:20 0.20 -0.052 b.000 0.000 0.000 0.20 0.20 Weight I-xx 1.:yy s~xx S-yy 'LL @ Center 13.79 . 2.51 . 2.51 -'0.669 0.000 0.000 0.000 2.51 4.51 LL+ST @ Center -0.669 0.000 0.000 0.000 2.51 2.51 17'.87 #/ft 61.90 in4 7.97 in4 15.209 in3 3.036 in3 c:\1706\callaway .ecw:Calculations LL @Cants 0.000 0.000 0.000 0.000 r-xx r-yy Rt LL+ST @Cants k-ft k-ft k-ft. k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 3.430 in 1.231 in 2.625 in r KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I .I I I I I ,I I I I I I I I I I Title : CALL.AWAY Job# 1706 Osgnr: JTC Date: 11:27AM, 27 MAY 98 Description : STRUCTURAL DESIGN . 'IMIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2 C.-/-g I Re,,; 504001 Steel Beam Design · Page 1 ~ Description BEAM-36C I General Information I Steel Section : W1 0X22 Center Span Left Cant. Right Cant Lu: l)nbraced Length I Distributed Loads #1 DL 0.180 LL 0.450 ST Start Loca~ion End Location 16.500 I Point Loads #1 Dead Load Live Load 0.875 Short Term Location 5.600 16.50 ft 0.00 ft 0.00 ft 5.60 ft #2 #2 0.875 10.900 Pinned~Pinned Bm Wt. Added to Loads LL & ST ActTogether #3 . #4 #3 #4 0.160 0.160 1.800 1.800 6.400 10.100 Using: W10X22 section, Span= 16.50ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.60ft, LDF = 1.000 Actual Allowable· 45.947 k-ft 23.760 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/ Fv I Force & Stress Summary 39.f334 k-ft 20.495 ksi 0.863: t 8.214 k 3.365 ksi 0.234: 1 35.148 k 14AOO ksi Fy Load Duration Factor #5 #6 #5 #6 Max. Deflection Length/DL Deft Length/(DL +LL Detl) 36.ooksi 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.561 in 1,759.5: 1 352.7: 1 «-ttiese columns are Dead + Live Load placed as noted --» Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Detl. Left Cant Detl Right Cant Def , .. Query Detl@ Maximum 39.63k-ft 8.21 k 8.21 k -0.561 in O.OOOin O.OOOin 0.000ft Reaction @ Left 8.21 Reaction @ Rt 8.21 Fa calc'd per 1.5-1, K*Ur < Cc DL _QnJL 7.90 1.83 1.83 -0.1'13 0;000 0.000 0.000 1.83 1.83 LL @Center 39.63 8.21 8.21 -0.561 0.000 p.ooo 0.000 8.21 8.21 LL+ST @Center -0.561 0.000 0.000 0.000 8.21 8.21 LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I I t t lcfl9B3-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver5.0.4, 10-Dec-1997, Wm32 -.1 I I I I I 1· I I I I I I I I I I LOUiS .PERRY & ASSOCIATES 165 SMOKERISE DRIVE . WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO:_(330) 334-1658 I _Rev. 504001 . I Description BEAM-36C I Secti'on Properties w1ox22 Depth 10.170 in Width 5.750 in Web Thick 0.240 in Flange Thickness Q.360 in Area 6.49 in2 Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 11:27AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: ZC.l-9 · Steel B_eam Design ·Page 2 ~ Weight ' 22.04 #/ft r-xx 4.264 in 1-)()( 118.00 in4 r-yy 1.325 in 1-yy 11.40 in4 Rt 2.875 in S-xx 23.206 in3 $-yy 3.965 in3 c:\1·706\call~way.ecw:Calculations. KW-0902910, Ver5.0.4, 10-Dec-1997, Wm3Z-- -I I I I I I I I I I I I I I I I I I I Title : CALLAWAY Job# 17.06 Dsgnr: JTC Date: 11 :37 AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: .(330) 334-1585 FAX NO: (330) 334-1658 Scope: 2C .. I-JD I Rev: 504001 Description BEAM-36D I General Information . Steel Section: W8X13 Center Span Left Cant. Right Cant Lu : Unbraced Length . I Distri~uted Loads · #1 OL 0.153 LL 0.383 ST Start Location End Location 6.400 6.40 ft 0.00 ft 0.00 ft 6.40 ft #2 Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Using: W8X13 section, Span= 6.40ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 6.40ft, LDF = 1.000 Moment . fb : Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv I Force & Stress Summary Actual 2.811 k~ft 3.403 ksi 0.158: 1 1.757k 0.956 ksi 0.066 :1 Allowable 17.842 k-ft 21.600ksi 26.463 k 14.400 ksi ·Page 1 ~ Fy Load Duration Factor 36.00ks, 1.00 #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Max. Deflection -0.018 in Length/DL Defl 14,071.5: 1 Length/(DL +LL Defl) 4,255.6 : :1 i <<-These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum ..Qn!y_ (@. Center (@. Center (@. Cants (@. Cants Max. M + 2.81 k-ft '0,85 2.81 k-ft Max, M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 1.76k 0.53 1.76 k Shear @ Right 1.76k 0.53 1.76 k Center Defl. -0.018 in -0.005 -0.018 ·-0.018 0.000 0.000 in Left Cant Defl O.OOQin 0.000 -0.000 0.000 0.000 0.000 in Right Cant bef O.OOOin 0.000 .0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.76 0.53 1.76 1.76 k Reaction @ Rt 1.76 0.53 1.76 1.76 k Fa calc'd per 1.5-2, K*Ur > Cc ; Section Properties . W8X13 I ! . , -" Weight Depth 7.990in 13.04 #/ft r-xx 3.211 in Width 4.000 in I-xx. 39.60 in4 r-yy 0.843 in Web Thick 0.230in 1-yy 2.73 in4 Rt 2.000 in Flange Thickness 0.255 in · S-xx 9.912 in3 Area 3.84 in2 $-yy 1.365 in3 (c) 1983-9/ENERCALC .c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 • Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PJ;:RRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 504001 I zc .. J ~ JI Steel Beam Design -Page 1 ~ Description GIRDER-36A I General Information I Fy Steel Section : W8X13 Center Span Pinned-Pinned Load Duration Factor 36.ooksi 1.00 Left Cant. 7.67 ft 0.00 ft 0.00 ft 5.00 ft Sm Wt. Added to Loads LL & ST ActT 6gether Right Cant Lu : Unbraced Length I Point Loads I #1 #2 #3 #4 #5 #6 #7 Dead Load Live Load 1.540 Short Term Location 3.330 1.630 5.000 Using: W8X13 section, Span= 7.67ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF ::; 1.000 Moment fb : .Bending Stress fb/ Fb Shear fv : Shear Stress fv/Fv I Force & Stress Summary Maximum Max. M + 4.88 k-ft Max. M- Max. M@Left Max. M @ Right Shear@ Left 1.49k Shear@Right 1.78k Center Def!. Left Cant Def! Right Cant Def ... Query Def!@ -0.042in O.OOOin O.OOOin 0.000ft Reaction @ Left 1.49 Reaction@ Rt 1.78 Fa calc'd per 1.5-2, K*Ur > Cc Actual 4.884 k-ft 5.913 ksi 0,274: 1 1.781 k 0.969 ksi 0.067: 1 DL _QnIL 0.10 0.05 0.05 -0.001 0.000 0.000 0.000 0.05 .0.05 Allowable 17.842 k-ft 21.600 ksi 26.463 k 14.400 ksi k k k ft Beam OK Max. Deflection -0.042 in Length/DL Def! 104070.8 : 1 Length/(DL+LL Def!) 2,174.5: 1 <<-These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 4.88 k-ft 1.49 1.78 -0.042 -0.042 o._ooo 0.000 0:000 0.600 ,:- 0.000 0.000 1'.49 1.49 {1a 1.78 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k ·o.ooo in 0.000 in 0.000 in 0.000 in k k LSection _ Properties W8X13 Depth 7 .990 in We1gfit -13.04 #/ft r-xx 3.211 in 0.843 in 2.000 in Width 4.000 in Web Thick Flange Thickness Area 0.230in 0.255 in 3.84 in2 .I-xx 1-yy S-xx S-yy · 39.60 in4 r-yy 2.73 in4 Rt 9.912 in3 1.365 in3 I I (c} 1983-97 ENERCALC c:\ 1706\callaway.ecw,Calculations KW-06029TO, Ver 5.0.4, fCf-Dec-1997, Wm32 -I I I I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 2-c .. 1-,z. !'R-ev:-. 5-04-~0-1 -------------s-=---te-e--:1:--c·B=--e-a_m_D __ e_s---:c-ig-n~----'-----------.p-a.:=;ge:..:.....:::1'-,n Description GIRDER-368 i General Information Steel Section : W1 0X30 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads #1 DL LL 0.460 ST Start Location E;nd Location 16.400 I Point Loads #1 Dead Load Live Load 1.500 Short Term Loc.;1tion 6.400 22.00 ft 0.00 ft 0.00 ft 6.40 ft #2 0.210 16.400 22.000 #2 1.500 10.100 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 3.840 16.400 #4 #4 Using: W1 OX30 section, Span = 22.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 6.40ft, LDF = 1.000 Actual Allowable 58.453 k-ft 21.600 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary 50.921k-ft 18.817 ksi 0.871 : 1 8.156 k 2.597 ksi 0.180: 1 45.230 k 14.400 ksi Fy Load Duration Factor #5 #5 #6 #6 Max. Deflection Length/DL Defl Length/{DL +LL Defl) 36.obksi 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.898 in 8,223.9: 1 293.9: 1 «--These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum _QJJjy_ @. Center @. Center @Cants @. Cants Max.M+ 50.92k-ft 1.82 50.92 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 8.06k 0.33 8.06 k Shear @Right 8.16k 0.33 8.16 k Center Defl. -0.898 in -0.032 -0.898 -0.898 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 iri 0.000 ·Q.000 0.000 0.000 0.000 in ... Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 8.06 0.33 8.06 8.06 k Reaction @ Rt 8.16 0.33 8.16 8.16 k Fa calc'd per 1.5-1, K*Ur < Cc ,I I I I lcYT9"8"3:-97 ENERCA[C c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10:0ec-19"97, Win32- -I I I I' I I I, I I I I ·1 I I I I I I I LOUIS-PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE .NO: (330) 334-1585 FAX NO: (330) 334-1658 .1 Rev:~~1 ·oescription GIRDER-368 I Section Properties W1 0X3_0 Depth 10.470 in Width 5;810 in Web Thick Flange Thickness Area 0.300in 0.510 in 8.84in2 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXl:R MEZZANINE PLATFORMS" Scope: l.C -1~;3 Steel Beam Design -Page 2 ~ We1gfit I 30.03 #/ft r-xx 4.385 in I-xx 170;00 in4 r-yy 1.374 in 1-yy 16.70 in4 Rt 2.905 in S-xx 32.474 in3 s~yy 5.749_in3 c:\1.706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-199T,Wiil3'Z- -I I I I I I I I I I I I I I I I I I I Title : CALLAWAY Job # 1706 Dsgrir: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERiSE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2CJI-J1/ I R~v: 5~001 Steel Beam Design Page 1 ~ ' Description GiRDER-36C 1 General Information I • ,1 -'!!'!'"""!"!"~'""!'!"-~~~~----------------------------...... Steel Section; W10X30 Fy 36.ooks, Center Span Left Cant. Right Cant Lu : Unbraced Length I Point Loads Dead Load Live Load Short Term Location #1 2.510 3.670 19.10 ft O.dO ft 0.00 ft 4.75 ft #2 a.100,, 6.670 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 .#4 1.540 6.810 10.000 14.330 Using: .W1 0X30 section, Span = 19.1 Oft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 4.75ft, LDF = 1.000 Actual Allowable 64.29~ k-ft 23.760, ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv fFbrce & Stress Summary 5!;!.595 k-ft 21.653 ksi 0.911 : 1 10.020 k 3.190 ksi 0.222: 1 45.230 k 14.400 ksi Load Duration Factor 1.00 #5 #6 Max. Deflection Length/DL Def! Length/(DL +LL Def!) #7 k k k ft Beam OK -0.766 in 12,567.5: 1 299.2: 1 <<-These columns are Dead + Live Load placed as noted -» Max. M + Max. M- Max. M@Left Ma~. M @ Right Shear@Left Shear @ Right Center Defl. Left Cant Def! Right Cant Def ... Query befl @ Maximum ·58.60k-ft 10.02k 9.51 k -0.766 in O.OOOin O.OOOin 0.000ft Reaction @ Left 10.02 Reaction @ Rt 9.51 Fa calc'q per 1.5-1, K*Ur < Cc J Section Properties W1 0X30 .Depth 10.470 in Width 5.810 hi Web Thick Flange Thickness Area 0.300 in 0.510 in 8.84 hi2 DL _QnJy_ 1.37 0.29 0.29 -0.018 0.000 0.000 0.000 0.29 0.29 Weight ,~xx 1-yy S-xx S-yy LL LL +ST LL LL +ST @}<Center @ Center @ Cants @ Cants ~~ ~ 10.02 9.51 -0.766 ·-0.7-66 0.000 0.000 0.000 0.000 0.000 0.000 10.02 10.02 9.51 9.51 30.03 #/ft 170.00 in4 16.70 in4 32.474 in3 5.749 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft, k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.385 in 1.374 in 2.905 in ' I (c) 1983-97 ENERCACC c:\1706\callaWay.ecw:Calculations KW-06O2°910, Ver 5.0A,10:0ec-1997, Wm32 -I I I -1 I I 1. I I I I I I I I I I 1- 1 Title : CALL.AWAY Job # 1706 Dsgnr:-JTC Date: 2:53PM, 1 MAY 98 Descr,iption ; STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SIIIIOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: zc ./-JS . . I Rev:_ 504001 Steel Beam D~sign Page 1 n I D~scription GIRDER-360 jGeneral Information Steel Section : W8X18 Center Spari . Left Cant. Right Cant Lu : Unbraced Length j Point Loads Dead Load Live Load Short Term Location #1 1.540 3.330 12.41 ft 0.00 ft 0.00 ft 4.75 ft #2 6.810 7.670 Pinned-Pinned · Bm Wt. Addeq to Loads LL & ST Act Together #3 #4 Using: W8X18 section, Span= 12.41ft, Fy = 36,0ksi End Fixity= Pinned-Plnned, Lu= 4.75ft, LDF = 1.000 Actual .. Allowable 30.114 k-ft 23.760 ksi Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv/Fv I Force & Stress Summary 22.179 k-ft 17.499 ksi 0.737: 1 4,733 k 2.528 ksi 0.176 : 1 26.960 k 14.400 ksi Fy Load Duration Factor #5 #6 Max. Deflection Length/DL Defl Length/(DL +LL Defl) 36.doksi 1.00 #7 k k k ft Beam OK -0.290 in 28,037.6: 1 513.9 : 1 «-Thes~ columns c;1re Dead + Live Load placed as noted -» LL . LL +ST LL LL +ST Maximum Max. M + 22.18 k-ft Max. M- Max. M.@Left Max. M @ Right Shear@Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def .. ,Query Pefl @ 3.84·k 4.73k -0.290in O.OOOin O.OOOin 0.000ft Reaction @ L~ft 3.84 Reaction @ Rt 4.73 Fa calc'd per 1.5-1; K*Ur < Cc !'Section Properties W8X18- Depth 8.140 in Width 5.250 in Web Thick 0.230 in Flange Thickness 0.330 in Area 5.26 in2 (c) 1983-'97 ENERCALC DL ..Qn!L 0.34 0.11 0.11 -0:005 0.000- Q.000 0.000 0.11 0.11 Weight I-xx 1-yy S-xx S-yy @ Center @ Center @ Cants @ Cants -22.18 -k-ft 3.84 4.73 -0.290 -0.290 0.000 0.000 0.000 0.000 0:000 0.000 3.84 3.84 4.73 4.73 17.87 #/ft 61.9d in4 7.97 in4 -15.209 in3 3.036 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 3.430 in 1.231 in 2.625 in -c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0A,-ro:Dec-1997, Win32 -I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 11 :27 AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 504001 ' Scope: 2l-l-/0 . Description GIRDER-36E I General fntormation Steel· Section : W1 OX30 Center Span Left Cant. Right Cant Lu : Unbraced Length I Point Loads Dead Load Live Load Short Term Location #1 11,140 9.400 17.60 ft 0.00 ft 0.00 ft 9.40 ft #2 3.400 15.000 Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 Usfng: W10X30 section, Span = 17.60ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 9.40ft, LDF = 1.000 Actual Allowable 58.453 k-ft 21.600 ksi Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv / Fv 1-Force·& Stress Summary 54.483 k-ft 20.133 ksi 0.932: 1 9.112·k 2.901 ksi 0.201 : 1 45.230 k 14.400 ksi Fy Load Duration Factor #5 #6 Max. Deflection Length/DL Defl Length/(DL +LL Defl) Page 1 ~ 36.ooksi 1.00 #7 k k k ft Beam OK -0.513 in 16,062.4: 1 412.0: 1 t <<-These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum _Qruy_ @Center @Center @Cants @ Cants Max. M + 54.48k-ft 1.16 54.48 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 5.96k 0.26 5.96 k Shear@ Right 9.11 k 0.26 9.11 k Center Defl. -0.513 in -0.013 -0.513 -0.513 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0;000in 0;000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.96 0.26 5.96 5.96 k Reaction @ Rt 9.11 0.26 9.11 9.11 k Fa calc'd per 1.5-2, K*L/r > Cc I Section Properties W10X30 t Depth 10.470 in Weight 30.03 #/ft r-xx 4.385 in Width 5.810 in I-xx 170.00 in4 r-yy 1.374 in Web Thick 0.300in l~yy 16.70 in4 Rt 2.905 in Flange Thickness 0.510 in S-xx 32.474 in3 Area 8.84in2 s~yy 5.749 in3 (c) 1983-i:17 ENERCALG c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32 -I I I I I I I I- I I I I I I I I I Title : CALL.AWAY Job # 1.706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2c.I-17 i Rev: 504001 . Description GIRDER-36F I General Information Steel Section , W1 0X22 Center Span Left Cant. Right Cant Lu : Unbrciced Length 13.75 ft 0.00 ft 0.00 ft 5.50 ft Steel Beam .Design Pinned-Pinned Bm Wt. Added to Loads LL & st Act Together Fy Load Duration Factor 36.ooksi 1.00 -Page 1 n , 1 I Point Loads #1 #2 #3 #4 #5 #6 #7 l Dead Load Live Load 3.400 Short Term Location 2.670 6.360 8.270 Using: W10X22 section, Span::;: 13.75ft, Fy;:: 36.0ksi End· Fixity = Pinned-Pinned, Lu = 5.50ft, LDF = 1.000 Actual Moment 25.043 k-ft fb : Bending Stress 12.950 ksi fb/Fb 0.545: 1 Shear 5.426 k fv : Shear Stress 2.223 ksi" fv I Fv 0.154: 1 I· Force & S~ress Summary Allowable 45.947 k-ft Max. Deflection 23.760 ksi Length/DL Def! Length/(DL +LL Def!) 35.148 k 14.400 ksi k k k ft Beam OK -0.221 in 31,847.9: 1 747.9: 1 I «--These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum _QnJy_ @Center @. Center (@. Cants @Cants Max. M + 25.04k-ft 0.52 25.04 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 5.43k 0.15 5.43 k Shear @ Right 4.64k 0.15 4.64 k Center Defl. -0.221 in -0.005 -0.221 -0.221 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin ·o.ooo -0.000 0.000 0.000 0.000 in ... Query Def!@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.43 0.15 5.43 5.43 k Reaction @ Rt 4.64 0.15 4.64 4.64 k Fa calc'd per 1.5-1, K*Ur < Cc : Section Properties W1 0X22 I Depth 10.170 in Weight 22.04 #/ft r-xx 4.264 in Width 5.75Qin I-xx 118.00 in4 r-yy 1.325 in Web Thick 0.240 in 1-yy 11.40 in4 Rt 2.875 in Flange Thickness 0.360in S-xx 23.206 in3 Area 6.49 in2 S-yy 3.965 in3 (c) 1983-97 ENERCl\CC c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I 1· I I I LOUIS Pl;RRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH~ OH 44281 PHONE NO:(330) 334-1585 FAX NO: (330) 334-1658 Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 11:27AM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: I Rev: 5~001 Steel Beam Design Description GIRDER-36G I General Information Steel Section : W16X31 Center Span Left Cant. Right Cant Ly : Unbraced Length 31.40 ft 0.00 ft 0.00 ft 12.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.boksi 1.00 I ~oiht Loads· #1 #2 #3 #-4 #5 #6 #7 Dead Load Live Load Short Term Location 10.020 9.400 Using: W16X31 section, Span== 31.40ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 12.00ft, LDF = 1.000 Actual Moment 69.139 k-ft fb : Bending Stress 17.567 ksi fb/Fb 0.813: 1 Shear 7.507 k fv : Shear Stress 1.719 ksi fv / Fv 0.119: 1 J Force & Stress Summary . Allowable 85.013 k-ft 21.600 ksi 62.885 k 14.400 ksi Max. Deflection Length/DL Defl Length/(DL +LL Defl) k k k ft Beam OK -0.884 in 6,047.8: 1 426.3: 1 «-These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum __Q!J!y_ (@. Center (@ Center @Cants @Cants Max. M + 69.14k-ft 3.82 69.14 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 7.51 k 0.49 7.51 k Shear @ Right 3.49k 0.49 3.49 k Center Defl. · -0.884in -0.062 -0.884 -0.884 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0;000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 0.000 0,000 -.:' 0.000 0.000 in ... Query Defl @ 0:000ft 0.000 O.CiPO 0.000 0.000 0.000 in Reaction @ Left 7.51 0.49 7'..51 7.51 k Reaction @ Rt 3.49 0.49 3.49 3.49 k Fa calc'd per 1.5-2,,K*L/r > Cc J Section Properties W16X31 Depth 15.880 in Weight 30.98 #/ft r-xx 6.412 in Width 5.525in I-xx 375.00 in4 r-yy 1.166 in Web Thick 0.275in 1-yy 12.40 in4 Rt 2.763 in Flange Thickness 0.440in S-xx 47.229 in3 Area 9.12 in2 S-yy 4.489 in3 I I I (c) 1983-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 1 O-Dec-1997, Wm32 -I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE ( WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" FAX NO: (330) 334-,1658 Scope: 2e.I-1~ I ; Rev: 504001 Steel .Beam Design ·Page 1 n I! Description GIRDER-36H ;General Information i Fy Steel Section : W1 0X26 Center Span Pinned-Pinried Load Duration Factor 36.boksi 1.00 Left Cant. 19.10 ft 0.00 ft 0.00 ft 4.75 ft Bm Wt. Added to Loads LL & ST Act Togeth!:lr Right Cant Lu : Unbraced Length [15o"int Loads #1 #2 #3 #4 #5 #6 #7 Dead Load Live l;.oad 4.010 Short Term Location 3.670 8.660 6.670 Using: W1 0X26 section, Span = 19.1 Oft, Fy = 36.0ksi End. Fixity= PinnE1d-Pinned, Lu = 4.75ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv/'Fv I Force & Stress Summary Max. M + Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Def!. Left Cant Defl Right Cant Def ... QueJ¥ Deft @ Maximum 48.13k-ft 9.12k 4.04k -0.6t3in O.OOOin O.OOOin 0.000ft Reaction@ Left 9.12 Reaction @ Rt 4.04 Fa calc'd per 1.5-1, K*Ur < Cc Actual 48.125 k-ft 20.714 ksi 0.872: 1 9.122 k 3 .. 396 ksi 0.236: 1 DL ...Qn!L 1.18 0.25 0.25 -0.019 0,000 O.OQ6 0.000 0.25 0.25 Allowable 55.202 k-ft 23.760 ksi 38.676 k 14AOO ksi Max. Deflection Length/DL Defl Length/(DL +LL Defl) k k k ft Beam OK -0.613 in 12,366.0: 1 373.9: 1 «-These columns are Dead + Live Load placed as noted ->> LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 48,13 k-ft 9.12 4.04 -0.613 -0.613 0.000 0.000 0.000 0.000 . 0.000 0.000 9.12 9.12 4.04 4.04 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k i Section Properties W10X26 ; Depth 1.0.330 in Width 5. 770 in Web Thick Flange Thickness Area 0.260in 0.440in 7.61 in2 Weight ,~xx 1-yy S-xx S-yy 25.85 #/ft ·144.00 in4 14.10 in4 27.880 in3 4.887 in3 r-xx r-yy Rt 4.350 in 1.361 in 2.885 in I I I I lcf'[9"83-=97ENERCALC c:\1706\callaway.ecw:Calculations KW-0602910, Ver 5.0:-4,TO::Oec-1997, Wm~ • I I I I I I ·I I I I I ·1 I I I I I I Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PI-IONE NO: (330) 334-1585 FAX NO: (330). 334-1658 Scope: 2c..1-2..u !~ -R.-v: -504-00-1 -------~-""",----5-te_e_l_B_e_a_m_D_e_s_ig~n--------------. P-a-ge-1~fi Description STAIR STRINGER (ST-36A) i General Information Steel Section : C10X15.3 Fy 36.obksi Pinned-Pinned· Load Duration Factor 1.00 Center Span 13.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbrac;ed Length 5;00 ft J Distributed Loads #1 #2 #3 DL LL 0.200 ST Start Location End Location 10.000 1 Point Loads · #3 #1 #2 Dead Load Live Load 0.760 Short Term Location 10.000 Usfng: C10X15.3 section, Span= 13.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5:00ft, LDF = 1.000 · Actual Moment 5.263 k-ft fb : Bending Stress 4.685 ksi fb/ Fb 0.217: 1 Shear fv : Shear Stress fv/ Fv I Force_& Stress Summary .. ' 1.505k 0.627 ksi 0.044: 1 #4 '#4 .Allowable. 24.264 k-ft 21.600 ksi 34:560 k 14.400 ksi ·#5 #5 #6 #7 k/ft k/ft k/ft ft ft #6 #7 k k k ft Beam OK Max. Deflection -0.082 in l:.ength/DL Oefl 31,112.5: 1 · Length/(DL+LL Def!) 1,891.7: 1 «-These columns are. Dead + Live Load placed as noted --» Max. M + Max. M- Max. M@Left Mc1x. M.@ Right Shear@ Left Shear @ Right Center Def!. Left Ca!'lt Def! Right Cant Def ... Query Defl @ Maximum 5.26k-ft . 1.51 k 1.45k -0.082 in 0.000in 0.000in 0.000ft Reaction @ Left 1.51 Reaction @ Rt 1.45 Fa calc'd per 1.5-2, K*LJr > Cc DL ....9.nrL 0.32 0.10 0.10 -0.005 0.000 0.000 0.000 0.10 0.10 LL . LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 5.26 k-ft 1.51 1.45 -0.082 -0.082 '0.000 0.000 p.ooo 0.000 0.000· 0.000 1.51 1.51 1.45 1.45 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I I (c) 1983-9TENERCALC c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec~1997, Win32 -I I I I ·1 I I I I I I I I I LOUIS PERRY & ASSOCIATl;S 165 ~MOKERISE DRIVE WADSWORTH, .OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 i Rev: 504001 • Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: c.1-zl Steel Beam Design Page 2 ,Description STAIR STRINGER (ST-36A) ' I Section Properties Depth Width Web Thick Flange, Thickness Area · lcf19'8'3:S7ENERCALC C10X15.3 10.000 in 2.600 in 0.240in 0.436 in 4.49 in2 Weight I-xx 1-yy S-xx S-yy 15.25 #/ft 67.40 in4 2.28 in4 13.480 in3 1.160 in3 c:\ 1706\callaway.ecw:Calculations r-xx r-yy 3.874 in 0.713 in I KW-0602910, Ver 5.0.4, 10:0ec-19'9T,Wrn3'2- I I I I I I I I I I I I I I I I I I I Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE ·DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 2e., .... 2-;_ I Rev: 504001 Description STB-36A i General Information Steel Section: CSX11.5 Center Span Left Cant. Right Cant Lu : Unbraced Length . i Distributed Loads #1 DL LL 0.210 ST Start Location End Location 7.500 , Point loads I. #1 Dead Load Uve Load 1.510 Short Term Location 3.500 7.25 ft b.00 ft 0:00 ft 3.50 ft #2 #2 Steel" Beam 'Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 #3 #4 Using: C8X11.5 section, Span = 7.25ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 3.50ft, LDF = 1.000 Allowable 14.670 k-ft 21.600 ksi Moment fb : B~nding Stress fb/Fb Shear fv : shear Stress fv I Fv : Force & Stress Summary I . . Actual 4.181 k-ft 6.156 ksi 0.285: 1 1.584 k 0:900 ksi 0.062: 1 25.344 k 14.400 ksi Page 1 ~ Fy I Load Duration Factor 36.ooks, 1.00 ~ #5 #6 #7 k/ft k/ft k/ft ft ft #5 #6 #7 k k k ft Beam OK Max. Deflection -0.036 in Length/DL Defl 115249.2 : 1 Length/(DL+LL Defl) 2,387.6: 1 <<-These columns are Dead + Live Load placed as noted -->> DL LL LL+ST LL LL+ST Maximum _Q.!]Jy_ (@ Center (@ Center @ Cants @ Cants Max:M + 4.18k-ft 0.08 4.18 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 1.58k 0.04 1.58 k Shear @ Right 1.53k 0.04 1.53 k Center Defl. -0.036in -0.001 -0.036 -0.036 0.000 0.000 in Left Carit Defl O,OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin Q.000 Q,000 0.000 0.000 0.000 in ... Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.58 0.04 1.58 1.58 k Reaction @ Rt 1.53 Q.04 1.53 1.53 k Fa calc'd per 1.5-2, K*Ur > Cc Tcfl9"8"3-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-o6UZ9TO-;-vei'o.CJ.4, 1 0-Dec-1997, Win32 -I I I I I -I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 2:53PM, 1 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" PHONE NO: (330) 334-1585 scope: ~FA_X_.N_.o_:~{3_3_0)~3_34_-_16_5_8_· ___ ~----'------',,-,-------------2~c~·-1-23 I Rev: 50'4001 Steel Beam Design .Page 2 ~ Description STB-36A I Section Properties C8X11.5 Depth 8.000 in Width 2.260 in Web Thick 0.220 in Flange Thickness 0.390 in Area 3.38 in2 (c) 1983-97 ENERCALC Weight I-xx i-yY S-xx S-yy '11.48 #/ft 32.60 in4 1.32 in4 8.150 in3 0.782 in3 c:\ 1706\callaway .ecw:Calculations r-xx r-yy 3.106 in 0.625 in KW-0602910, Ver 5.0.4, 1O-Dec-199r,win~ -JOB mu: C.A ~ ...J tJ f PROJECT No. / 7 0 b PER Ry DESCRIPTION PLTF'M. CJ s €,,,-..} ... . EiJ ' _ CAI.C~LATED SY 4rc_ DATE 5 /t f 'J B I . & ASSOCIATES CHECKED SY &d DATE ..:028 ~9S . •INC. SCALE -------SHEET NO. -'-Of' -- PLANNERS • ENGINEERS • ARCHITECTS • MANAGEMENT Z I!. 2-/ . . . . ~ . -'--f! . C 8 ;c I/. 0 : : : : : : : : : : : : : : : : . . • :r::;:+ 1:-1 ~+:1:::j::+::.1 1-E+:1:r.~:~1;49rJ;1¥DTT,J~)1I;tr I . T" )g. :;,:;:~r··r·T···: " '• tY ! . ; , . ! . p ' . r :p;r·T T4)f ' T iz·, -~!;-;~ ::: j.··rj < ; : -; : · i i : i p \ : l l l J i · : :· ; i : tJ X : t V-;Y, },.' ; ,,_ '., ....... , ....... , ....... ; ....... , ....... , ....... , ....... ; ....... , ....... ~ : -· · · · · ~ ... , ....... , ............... .,,.If ..... : ....... ?. .... -::..~?../.7 'f '.( 1 . ~ : ~ ) l i ~ l ~ ; : ,~ ' I i l . B ' . ' ~ i i ~ ~ ~ l j· = k i ~ i : l., ~: $f /... : : : : -: : : : : ; 7: :~ ; : : : : : ; 3 :;: . 5' : : : : I ··"·:·1··,·· .. ~·····T1··T ... T ...... r-····T· .. ··-r······r····"r .. ···T'""T·· ... T ...... 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ENGINEERS • ARCHITECTS • MANAGEMENT -C.A LL.fl t.J A l(_, · I 7o G JOS TITLE --------,-,;,i::-----PROJECT No._ DESCRIPTION -. p1-"'i[r'l .Qsb.J • CALCULATED BY d5 (_ DATE 5 /, / 9 g CHECKED BY &// DATE _s-, 2$' ~ .:$ SCALE -------------SHEET NO. _Z:_ OF __ ZC.z-z. : : . -: -LOUIS JOB Tl1tE · kA LLA t-J ~ d PROJECT No. I 7 0 C:, DESCRIPTION _ _.p_,_t..,....r_;.F_JYt_a..;_. ----'o=--s::a..:1,,=~-·------ CALCUIATED BY 4-z: (_ DATE 'j fl. /l:} 8 CHECKED BY 7",4 £ DATE ..S-"' 2 .S • 'fJ B a] PERRY & ASSOCIATES _ _. •INC• SCALE -------SHEET' NO. _3_ OF - Pf_ANNERS • ENGINEERS • ARCHl~CTS • MANAGEMENT ze.2-3 -. • ; ' : : ! : : ····!·······! ·-!·······!·······!·i·······!·· i-··.i·Je!···.···1 ·······1·······!·······:· i·······i·······i}·····l·······! z··! ,! ·!·······:;1··· L ·····'·····i9 ...... : ....... : ....... : ....... : ....... : .... ~: .... ~17. .... : ...... I .... X .. §.5.., ....... : ..... U:e.£. ..... =i..~4.: ... : ....... : ....... :........ .t'i...~.3..,:..Q.£ ..... ~.:. .. 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J. .i .1 J:::r ::r: I :1:~~1:r.~J:1;i:rit;[ ; : : : : : : : : : : ! : : : : : : : : : : : : : : : ; ! ••••••:•••••••: •• ,. .. , ~'•••••••: ••••• ,.: •••••••: ,,, .. ,,: ••••••• :•••••••: ••••••• :•••"•••: •••••n~••••••• :~•••••• : .. tT. ••: .. ,,, .. ,: '' •••• •: ......... : •••••••: •••••••: ... ,,,,,: , .. ,.,,.: '" ... , : ,.., ••• : •••••• 0 : ••••• •': 0• •••••: •••••' •: •••••••: •••••••: ••••••• ) I - I I I I LOUIS PERRY C7 ASSOCIATES _ __.OU &. •INC• PLANNE,RS • ENG/Nt£RS • ARCHITECTS • MAN_AG~~NT JOB TITLE DESCRIPTION CALCULATED BY CHECKED BY SCALE PL-1FM:. PROJECT No. /JD& DATE ___..5.....,./L-=-(.,_,?..i..___ DATE S-Z8•'7 8 SHEET NO. _J_ OF __ ZC~Z- ., i]::J'.~:t~!~IJ::1:1:1:i~:FJtF:J I]::I:J:Jt]~f J;.1d;f I~f ~J:;: . . · . . · · · · · · · .f.l ;;> 5: ' '#. Z5 . . · · · · · · · · ' . ' ' I I· I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE PRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope·: z..e. z --s- : Rev: 504001 Description BEAM-29A i General Information I Steel Section: C8X11.5 CenterSp;m Left Cant. Right Cant Lu : Unbraced Length 6.00 ft 0.00 ft 0.00 ft 6.00 ft . Steel 1;3eam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.ooksi 1.00 Page 1 n ,, ! Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load Live Load 7.000 Short Term Location 3.500 Using: C8X11.5 section, Span = 6.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 6.00ft, LDF = 1.000 Actual Moment 10.242 k-ft fb : Bending Stress 15.081 ksi. fb/ Fb 0.821 : 1 Shear 4.1.18 k. N , Shear Stress 2.340 ksi· fv I Fv 0.162: 1 : Force & Stress Summary . . Allowable · 12,471 k-ft Max. Deflection 18.363 ksi Length/DL Defl Length/(DL +LL Defl) 25.344 k 14.400 ksi k k k ft Beam OK -0.056 in 203328.5: 1 1,289.3: 1 I <<_;_ These columns are Dead + Live Load placed as noted -» OL LL LL+ST LL LL+ST Maximum _Q!l!L @Center_ @ Center @Cants @Cants Max. M + 10.24k-ft 0.05· 10.24 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 2.95k 0.03 2.95 k Shear@ Right 4.12k 0.03 4.12 k Center Defl, -O:Oq6in -0.000 -0.056 -0.056 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 0.000 0.000 0.000 0.000 in ... Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.95 0.03 2.95 2.95 k Reaction @ Rt 4.12 0.03 4.1i 4.12 k Fa calc'd per 1.5-2, K*L/r > Cc 1Section Properties C8X11.5 I I . Weight Depth 8.000in 11.48 #/ft r-xx 3.106 in Width 2.260in I-xx 32.60 in4 r-yy 0.625 in Web Thick 0.220in 1-yy 1.32 in4 Flange Thickness ·0.390in S-xx 8.150 in3 Area 3.38 in2 S-yy ·0.782 in3• lcff983-97 ENERCALC c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I 1· I 1. ·1 I I I I I I I I I Title : CALLAWAY Job # 1706 Dsgnr: srC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SIVIOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2c. z-~ I Rev: 5040~1 Description BEAM-298 I General Information Steel Section : W18X40 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads 31.40 ft 0.00 ft 0.00 ft 15.00 ft Steel Beam Design Pinned-Pinned Sm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.ooks, 1.00 ·Page 1 n , I I I # 1. #2 #3 #4 #5 #6. #7 DL LL ST Start Location End Location I Point Loads . Dead Load Live Load Snort Term Location 0.710 31.400 #1 1.100 18.000 #2 1.430 14.000 #3 0.850 22.000 Using: W18X40 section, Span = 31.40ft, Fy = 36.0ksi End Fixity= Pinned,Pinned, Lu= 15.00ft, LDF·= 1.000 Actual Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary 114.919 k-ft 20.167 ksi 0.962: 1 13.773 k 2.443·:ksi 0.170:1 #4 . 0.550 4.000 Allowable 119.470 k-ft 20.966 ksi 81.194 k 14.400 ksi #5 #6 Max. Deflection Length/DL Def! Length/(DL +LL Def!) k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -1.135 in 7,628.4: 1 332.1 : 1 I I -«-~ These columns are Dead+ Live Load placed as noted->> Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Def!. Left Cant Defl Right Cant Def ... Query Defl @ Maximum 114.92k-ft 13.77k 13.71 k -1.135 in O.OOOin O.OOOin 0;000ft Reaction @ Left 13. 77 Reaction@ Rt 13.71 Fa calc'd per 1.5-2, K*L/r > Cc \Cff98:3=97 ENERc.;ALC DL _Q!!Jy_ 4.94 0.63 0.63 -0.049 0.000 0'.000. 0.000 0.63 0.63 LL @Center 114.92 13.77 13.71 -1.135 0.000 ·p.ooo 0.000 13.77 13.71 LL+ST @Center -1.135 0.000 0.000 0.000 13.77 13.71 c:\ 1706\callaway.ecw:Calculations LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants . k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k KW-06029TI>~0-:,r,-f0::Oec-'f997, Wm32 - I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO·: (330) 334-1658. I Rev: 504001 Description ·BEAM-298 I Section Properties W18X40 Depth 17.900 in Width 6.015 in Web Thick 0.315in Flange Thickness Area 0.525in 11.80 in2 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: zc. 2-'7 Steel Beam Design Page 2 II ,I We,gfit .. 40.08 #/ft I r-xx 7.202 in I-xx 612.00 in4 r-yy 1.272 in 1-yy 19.10 in4 Rt 3.008 in S-xx 68.380 in3 S-yy ·6.351 in3 c:\1706\callaway.ecw:Calculations KW-0602'910~0A,"TO:Oec-1997, Wm32 -I- I I I I I I I I I I I I I I I I I I Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 ' Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY &.ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2e..z-B 1 Rev: 504001 I I Description BEAM-29C : General Information l - · Steel Beam Design ·Page 1 ~ Fy · Steel Section : W18X55 Center Span Pinned-Pinned Load Duration Factor 36.ooks, 1.00 Left. Cant. Right Cant Lu : Unbraced Length 1 D.istributed Loads #1 DL 0.220 LL 0.550 ST Start Location End Location 31.400 j Point Loads . #1 Dead Load Live Load 2.950 Short Term Location 22.000 31.40 ft 0.00 ft 0.00 ft 10.00 ft #2 #2 0.500 27.400 Bm Wt,. Added to Loads LL & ST Act Together #3 #3 0:580 11.800 #4 #4 0.280 18.000 U!iing: W18X55 section, Span= 31.40ft, Fy = 36.0ksi End Fixity = .Pinned-Pinned, Lu = 10.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv /Fv I Force:& Stress Summary Actual 173.143 k~ft 21.139 ksi 0.979: 1 19.115 k 2.706 ksi 0.188: 1 Allowable 176.919 k-ft 21.600 ksi 101.706 k ·14.400 ksi #5 #5 4.000 10.000 #6 #6 4.000 15.750 Max. Deflection Length/DL Def! Length/(DL +LL Def!) #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -1.158 in 1,616.7: 1 325.4: 1 I I I <<-These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum ...Qn!y_ @ Center @.Center @ Cants @Cants Max. M + 173.14k-ft 33.90 173.14 k-ft Max. M-_ ...... k-ft Max. M@Left k-ft Max. M @Right k-ft Shear@Left 19.10k. 4.32 19;10 k Shear @ Right 19.11 k 4.32 19.11 k Center Def!. -1.158 in -0;233 -1.158 -1.158 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 0.000 0,000 0.000 0.000 in ... Query Def!@ 0,000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 19.10 4.32 19.10 19.10 k Reaction @ Rt 19.11 4.32 19.11 19.11 k Fa calc'd per 1.5-.2, K*Ur > Cc lc}·f9"8'3-=9TENEHCALC c:\ 1706\callaway ,ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 I I -I I I- I I I I I I I I I I I I I I LOUIS .,:;ERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE ·NO: (330) 334-1585 FAX NO: (330)334-1658 I Rev: 504001 i Description BEAM-29C j' Section Properties W18X55 Depth 18.110 in Width 7 .530 in Web Thick Flange Thickness Area o.390 in 0.630 in 16.20 in2 lc}f9"8'3-97 ENERCALC Title: CALLAWAY Job# 1706 .Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN . "MIXER MEZZANINE PLATFORMS" Scope: ZC-l.-9 Steel Beam Design ·Page 2 n II We1gfit I 55.03.#/ft r-xx 7.412 in I-xx 890.00 in4 r-yy 1.665 in 1-yy 44.90 in4 Rt 3.765 in S-xx 98.288 in3 S-yy 11.926 in3 . c:\1706\callaway.ecw:Calculations KW-0S0Z9T0, Ver 5.0.4, 10-Dec-1997, Wm3Z-- -I I I I ·1 I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 Title : CALLAWAY Job # 1706 Dsgnr: JTG Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" PHONE NO: (330) 334-1585 scope: _FA_X_NO_:. (_~3~0_) _3'3_4_-1_6_58~-----------~----------~2-C-z.-,10 ! Rev: 504001 Steel Beam Design . Page 1 n Description BEAM-29D !General Information . Steel Section : W1 0X26 Center Span Left Cant. Right Cant Lu : Unbraced Length ! DistrJbuted Loads DL LL ST Start Location End Location #1 0.350 26:000 26.00 ft 0.00 ft ·0.00 ft 10.00 ft Pinned-Pinned Bm Wt Added to Loads LL & ST Act Together #3 . #4. Using: W10X26 section, Span= 26.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 10.00ft, LDF = ·1 :ooo . Actual Aflowable 50.184 k-ft 21.600 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary 31.759 k-ft 13.670 ksi 0:633: 1 4.886k 1.819 ksi 0,126 :-1 38.676 k 14.400 ksi Fy Load Duration Factor #6 Max. Deflection Length/DL Def! Length/(DL +LL Def!) 36.00ks, 1.00 #7 k/ft k/ft k/ft ft ft Beam OK -0.925 in 4,902.4: 1 337.2: 1 I · «.:.. These columns are bead +· Live Load placed as noted ->> Max. M + Max.M- Ma?<. M @ Left Max. M @ Right Shear@ Left Shear @ Right Center Def!. Left Cant Def! Rlght Cant Def ... Query Defl @ Maximum 31.76k-ft 4.89k 4.89k -0.925 in O.OOOin. O.OOOin 0.000ft Rec;1ction @ Left 4.89 Reaction @ Rt 4.89 Fa calc'd per 1.5-2, K*Ur > Cc .j Section Properties W1 0X26 Depth 10.330 in Width 5. 770 in Web Thick Flange Thickness. Area lcrf9~3~97ENERCACC 0.260 in 0.440 ih 7.61 in2 DL ..Qn!y_ 2.f8 0.;34 0.34 -0.064 0.000 0.000 0.000 0.34 0.34 LL @Center 31.76 ~ 4.89 4.89 -0-.929 0.000 · 0.000 0.000 4.89 4.89 We1gfit·· I-xx 1-yy S-xx S-yy LL+ST @Center -0.925 0.000 0.000 0.000 4.89 4.89 25.85 #/ft 144.00 in4 14.10 in4 27.880 in3 4.887 in3 c:\ 1706\callaway.ecw,Calculations LL @Cants 0.000 0.000 0.000 0.000 r-xx r-yy Rt LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.350 in 1.361 in 2.885 in I KW-0602910, Ver 5.0.4, 10-Dec-1997, W1n32 I I I I I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM', 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" PHONE NO: (330) 334-1585 scope: ,_FA_X_NO_: (_33_0_)_33_4_-1_6_58~-----~-~-----'-----------~-----'Z=Ll.::.,i/ i Rev: 504001 St~el Beam Design Page 1 n· I I ;I Description BEAM-29E ! General Information Fy Steel Section: W8X18 Center Span Pinned-Pinned Load Duration Factor 36.ooksi 1.00 Left Cant. 18.00 ft 0.00 ft 0.06 ft 18.00 ft Sm Wt. Added to Loads LL & ST _Act Together Right Cant Lu : Unbraced Length. I Distri~uted Loads #1 DL LL 0.263 $T Start Location End Location 18.000 I Point Loads #1 Dead Load Live Load 0.500 Short Term Location 4.000 #2 #2 0.283 13.000 #3 id 0:250 16.000 Using: W8X18 section, Span= 18.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 18.00ft, LDF = 1.000 Actual Moment fb: Bending Stress .· fb/ Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary 13:333 k-ft 10.520 ksi 0.576: 1 3.066 k 1.637 ksi 0.114: 1 #4 #4 Allowable 23.149 k-ft 18.265 ksi 26.960 k 14.400 ksi #5 #5 #6 #6 Max. Deflection Length/DL Def! Length/(DL +LL Def!) #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.440 in 9,188.4: 1 490.6: 1 <<-These columns are Dead + Live Load placed as noted ->> DL ·LL LL+ST LL LL+ST Maximum -9.n)y_ @Center (@. Center (@. Cants @. Cants Max. M+ 13.33k-ft 0.72 13.33 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 3.02k 0.16 3.02 k Shear @ Right 3.07k 0.16 3.07 k Center Def!. -0.440in -Q.024 -0.440 -0.440 0.000 0.000 in Left Cant Def! d.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 Q.000 0.000 0.000 0.000 in ... Query Def! @ O.OOO'ft 0.000 0.000 0,000 0.000 0.000 in Reaction @ Left 3.02 0.16 3.02 3.02 k Reaction @ Rt 3.01 0.16 3.07 3.07 k Fa calc'd per 1 ;5-2, K*L/r > Cc I I I (C)T9'8"3-97 ENERCALC c:\ 1706\callaway.eCN:Calculations KW-0502910, Ver 5.0A71):0ec-1997, Wm32 -I I I I I I I I I I I I I I I I 1, 1· I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORJ'H, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 50-4001 Description BEAM-29'E [S¢ction Properties W8X18 Depth 8.140 in Wic!th 5.250 in Web Thick Flange Thickness Area lcTT9'8~:S7ENERCALC 0.230in 0.330 in 5.26 in2 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: Z.(!. -z_.,. i (_ Steel Beam De$igri ·Page 2 n .1 Weight· ~ -17.87 #/ft r-xx 3.430 in I-xx 61.90 in4 r-yy 1.231 in 1-yy 7.97 in4 Rt 2.625 in S-xx 15.409 in3 Sayy 3.036 in3 c:\ 1706\callaway ;ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Win3~ -I I I I I I 1· I I I I I I I I I 1· I I LOUIS·PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, .OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title ; CALLAWAY Job # 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: i Rev: 5"'4001. Steel Beam Design Description s·EAM-29F l General Information Steel Section: C10X15.3 Center Span Left Cant. Right-Cant Lu : Unbraced Length I .Distributed Loe1d_s 20.00 ft O;OO ft 0.00 ft 6.67ft Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.doksi 1.00 #1 DL. #2 #3 #4 #5 #6 #7 ·LL 0.250 ST Start Location End Location 40.000 Using: C10X15.3 section, Span= 20,00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 6.(?7ft, LDF = 1 :000 Moment fb .: Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv ! Force & Stress Summary· Actual 13.263 k-ft 11.806 ksi o~sss: 1 2.653 k 1.105 ksi 0.077: 1 Allowable 19.092 k~ft 16.9!:!6 ksi 34.560 k 14.400-kSi Max. Deflection Length/DL Deft Length/(DL +LL Deft) . k/ft k/ft k/ft ft ft Beam OK -0.489 ii:, 8,544.3: 1 491.3: ~ <<-These· columns ·are Dead + Live Load placed as noted --» Max. M + Max. M- Max. M@Left Max. M@ Right Shear@ Left Shear @ Right Center Def!. Left Cant Defl Right Cant Def ... Query Deft@ Maximum 13.26k-ft 2.65k 2.65k -0.489 in O.OOOin O.OOOin 0.000ft Reaction@ Left 2.65 Reaction @ Rt .2.65 Fa calc~d per 1.5-2, K*Ur > Cc ! Section Properties C10X15.3 Depth 10.000 in Width 2.600 in Web Thick Flange Thickness Area lcff983-97 ENERCAEC 0:240in 0.436 in 4.49in2 DL ..Qn!y_ 0.76 0.15 ·0.15 -0.028 0.000 0.000 0.000 0.15 0.15 We1gfit ,~X)(i 1-yy. $-xx S-yy LL . @Center 13.26. 2.65 2.65 -0.489 0.000 0.000 0.000 2.65 2.65 LL+ST @Center -0.489 0;000 0.000 0.000 2.65 2.65 15.25 #/ft 67.40 in4 2.28 in4 13.480 ih3 1.160 in3 c:\ 1706\callaway .eC\11:Calculations LL @Cants 0.000 0.000 0.000 0.000 r-xx r-yy LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 3.874 in 0.713 in KW-0o02910, Ver 5.0:<r,"fO-Dec-1997, Wm32 -.I I I I I I I I- I I I I I I I I I I I Title : CALLAWAY Job# 1-706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44~81 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I ze_z-i'-/ Page 1 ~ / Rev: 504001 Steel Beam Design I Description BEAM-29G ! General Information Fy Steel Section : W8X18 Center Span Pinned-Pinned Load Duration Factor 36.boksi 1.00 Left Cant. 13.40 ft 0.00 ft 0.00 ft 8.00 ft Bm Wt. Added to Loads LL & ST ActTogether Right Cant Lu : Unbraced Length . j Distributed Loads #1 DL LL 0.263 ST Start Location End Location 13.400 I Point Loads #1 Dead Load Live Load 2.650 Short Term Location 8.,000 #2 #2 2.650 11.500 #3 #3 0.250 2.000 Using:.WS:X:18 section, Span= 13.40ft, Fy-= 36.0ksi End Fixity= Pinned-Pinned, Lu= 8.00ft, LDF = 1.000 Actual Moment fb : Bending Stre.ss fb/ Fb Shear fv : Shear Stress fv/ Fv I Force & Stress Summary 18.375 k-ft 14.498 ki.i 0.671 : 1 5.881 k 3.141 ksi 0.218: 1 #4 #4 0.283 5.000 Allowable _27.376 k-ft 21.600 ksi 26.960 k 1.4.400 ksi #5 #5 #6 #6 Max. Deflection Length/DL Defl Length/(DL +LL Defl) #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.306 in 22,271.1 : 1 525.7: 1 <<-These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum __QQJy_ {@. Center {@. Center {@. Cants {@. Cants Max. M + 18.37k-ft 0.40 18.37 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@ Left 3.72k 0.12 3.72 k Shear @ Right 5.88k 0.12 5.88 k Center Defl. -0.306in -O.Q07 -0.306 -0.306 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 3.72 0.12 3.72 3.72 k Reaction @ Rt 5.88 0.12 5.88 5.88 k Fa calc'd per 1.5-2, K*Ur > Cc l I I lcTT983-97 ENERCALC c:\1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32- -I I I I I I 1. 1· I I I I I I I I I _I LOUIS PERRY & ASSOCIATES 165 SMOKERISE ,DRIVE WADSWORTH, OH 44281 PHONE NQ: (330) 334-1585 FAX NO: (330) 334-1658 I I Rev: 504001 Description · BEAM-29G I section Properties W8X18 Depth 8.140 in Width 5.250 iii Web Thick 0.230 in Flange Thickness Area (c) 1983-97.ENERCALC 0.330in 5.26in2 Title : CALLAWAY Job# 1706 bsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: Steel Beam D~sign Weight I 17.87 #/ft r-xx 3.430 in I-xx q1.90 in4 r-yy 1.231 in 1-yy 7.97 in4 Rt 2.625 in S-xx 15.209 in3 S-yy 3.036 in3 c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-199T,Win3"2- -I I I I I I I I I I I I I I I ·1 I Title ; CALLAWAY Job # 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 2.c. z ~16 : Rev: 504001 Steel Beam Design · Page 1 fj Description BEAM-29H j General Information_ Fy Steel Section : S20X86 Center Span Pinneq-Pinned Load Duration Factor 36.obks, 1.00 Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads . 31.40'ft 0.00 ft. 0.00.ft 15.00 ft Bm Wt. Added to Loads LL & ST Act Together #1 #2 #3 #4 #5 #6 #7 DL LL ST Start Location End Location ·1 Point Loads ' Dead Load Live Load Short Term Location 0.793 31.400 #1 12.000 16.000 · #2 1.450 18.000 "# 3 0.8~0 14.000 Using: S20X86 section, $pan = 31.40ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 15.00ft, 'LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stress fv/ Fv I Force & Stress Summary i .Actual . 245.319 k-ft 18.911 ksi 0J~76: 1 24.857 k 1.855 ksi 0.129: 1 #4 0.600 12.000 Allowable 280.197 k-ft 21.600 ksi 192.931 k 14.400 ksi #5 5.000 22.000 #6 Max. Deflection Length/DL Deft Length/(DL +LL Deft) k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.876 in 9,185.4: 1 430.3: 1 <<-These columns are Dead + Live Load placed as noted -->> Max. M + Max.M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Deft. Left Cant Deft Right Cant Def .. :Query Def! @ Maximum 245.32.k-ft i2.64k 24.86k -0.876in 0.000in 0.000in 0.000ft Reaction @ Left 22.64 Reaction @ Rt 24.86 Fa calc'd per 1.5-2, K*Ur > Cc DL _Qn!y_ 10.59 1.35 1.35 -0.041' 0.000 0.000 0.000 1.35 1.35 LL @Center 245.32. 22.64 24.86 -0.876 0.000 ·0.000 0.000 i2.64 24.86 LL+ST @Center -0.876 0.000 0.000 0.000 22.64 24.86 LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I (c) 1983-=-QTENERCALC ·c:\ 1706\callaway .ecw:Calculations KW-cro02wro-;-vero.o-:-4,f0-.:0ec-1997, Win32 -I I I I I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 1. Rev: 504001 Description BEAM-29H j Section Properties S20X86 Depth 20.300 in Width 7.060 in Web Thick 0.660 in Flange Thickness '0.920 in Area 25.30 in2 lcff9"8"3-97 ENERCALC Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: 2C-2..-i7 Steer Beam Design · Page 2 ~ Weight I-xx 1-yy S-xx S-yy 85.94 #/ft 1,580.00 in4 46,80 in4 155.665 in3 ·13.258 in3 c:\ 1706\callaway .ecw:Calculations r-xx r-yy Rt 7.903 in 1.360 in 3.530 in t KW-06029'!0, Ver5.0.4, 10-Dec-1997, Wrn3~ -I I .1 I I I I I I I I I I I I I I I I Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PJ:RRY & ASSOCIATES 165 SMOKERIS~ DRIVE; WADSWORTH, OH 44281 PHONE NO: (33.0) 334-1585 FAX NO: (330) 334-1658 Scope: 2C-z ... Jf I Rev: 504001 Description.. GIRDER-29A I Ge·nerat lnformatio·n Steel Section : W18X55 Center Span Left Cant. Right Cant Lu : Unbraced Length 20.00 ft 0;00 ft 0:00 ft 6.00 ft Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.boksi 1.00 ·Page 1 I! I Point Loads #1 . #2 #3 #4 #5' #6 #7 I Dead Load Live Load. ShortTerm Location 19.100 5.000 22.640 11.000 13.800 16.330 Using: W18X55 section, Span = 20.00ft, Fy = 36.0ksi End FixiW = Pinned-Pinned, Lu = 6.00ft, LDF = 1 :000 .Actual Moment 189.329 k-ft fb : Bending Stress 23.115 ksi fb/Fb 0.973: 1 Shear 36.051 k fv : Shear Stress 5.104 ksi fv /Fv 0:354: 1 . Force & Stress Summary I . . k 8.900 k k 1.000 ft Beam OK Allowable 194.611 k-ft Max. Deflection -0.499 in 23.760 ksi Length/DL Def! 31,270.6: 1 Length/(DL +LL Def!) 481.0: 1 101.706 K 14.400 ksi I «--These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum _Q.n!y_ @ Center C@. Center C@. Cants @Cants Max. M + 189.33k-ft '2.75 189.$3 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft- Shear@Left 36.05k 0.55 36.05 k Shear @ Right 29.49k 0.55 29.49 k Center Def!. -0.499 in -0.008 -0.499 -0.499 0.000 0.000 in Left C~nt D!:!fl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0:000 ·o.ooo 0.000 0.000 0.000 in , .. Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 36:05 0.55 36.05 36.05 k Reaction @ 'Rt 29.49 0.55 29.49 29.49 k ·Fa caic'd per 1.5-1, K*LJr < Cc ,section· Properties W18X55 I Depth 1~.110in Weight 55.03 #/ft r-xx 7.412 in Width 7.530in I-xx 890.00 in4 r-yy 1.665 in Web Thick 0.390in 1-yy 44.90 in4 Rt 3.765 in Flange Thickness 0.630in S-xx 98.288 in3 Area 16.20 in2 S-yy 11.926 in3 (CfT98"3-97 EN~RCALC ct\ 1706\callaway.ecw:Calculations Kff-CIBUZ9T0~.0.4, 10-Dec-1997, Win3r-- -.I I I I I I I I I I. I I I- I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 12:36PM, 27 MAY 98 Deseription : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 ~cope: z_e_. Z-iCJ I Rev: ~001 Steel Beam Design ·Page 1 ~ Description GIRDER~29B I General Information Fy I Steel Section: W18X60 Center Span Pinned~Pinned Load Duration Factor 36.ooksi 1.00 Left Cant. Right Cant Lu : Unbraced Length i Point Lo~ds · Dead Load_ Live Load Short Term Location #1 19.100 5.000 20.00 ft 0.00ft 0.00 ft 6.00 ft #2 24.900 11.000 Bm Wt. Added to Loads LL & ST Act Together #3 #4 13,710 12.610 16.330 1.000 Using: W18X60 section, Span= 20.00ft, Fy =.36.0ksi . End Fixity= Pinned-Pinned, Lu= 6.00ft, l,DF = 1.000 Actual Allowable Moment 208.783 k-ft 213.631 k-ft fb : Bending Stress 23.221 ksi 23.760 ksi fb/ Fb 0.977: 1 Shear 41.223 k 109:002 k fv : Shear Stress 5.446 ksi 14.400 ksi fv/ Fv 0.378: 1 I Forc_e & Stress Summary #'5 #6 #7 t k 4.000 k k 17.000 ft Beam OK Max. Deflection -0.497 in Length/DL Def! 31,823.2: 1 Length/(DL +LL Def!) 482.8: 1 I «,... These coiumns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum ..Qn.!y__ @Center @ Center @Cants @Cants. Max. M + 408;78k-ft 2.99 208:78 k-ft Max. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 41.22k 0.60 41.22 k Shear @ Right 34.29k 0.60 34.49 k Center Def!. -0.497 in -0.008 -0.497 -0.497 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 O.QOO 0.000 0.000 in Right Cant Def O.OOOin 0_.000 0.000 0.000 0.000 0.000 in ... Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 41.22 0.60 41.22 41.22 k Reaction @ Rt 34.29 0.60 34.29 34.29 k Fa calc'd per 1.5-1, K*IJr < Cc [Section Properties -w1sx:so I Depth 18.240 in weight 59.78 #/ft r-xx 7.477 in Width 7.555 in 1~xx 984.00 in4 r-yy 1.687 in Web Thick 0.415 in 1-yy 50.10 in4 Rt 3.778 in Fla11ge Thickness 0.695 in S-xx 1.07.895 in3 Area 17.60 in2 S-yy -13_;263 in3 (c) 1983-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wrn32 -I I I I I I 1· I I I I I I I I I I I I. LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 12:38PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: · FAX NO: (330) 334-1658 2C .. l-l.,O I i Rev: 5~001 ! Description GIRD~R-29C ~General Information I Steel Section : W18X46 Center Span Left Cant. Right Cant Lu : Unbraced Length : Point J,.oads ' 14.00 ft 0.00 ft 0.00 ft 8.25 ft Steel Beam Design Pinned~Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor 36.boksi 1.00 Page 1 ~ #1-#2 #3 #4 #5 #6 #7 Dead Load Live Load Short Term Location 41.220 5.750 Using: W18X46 section, Span= 14.00ft, Fy = 36.0ksi End Fixity= Pinned-Pinn!;!d, Lu = 8.25ft, LDF = 1.000 Actual Moment fb :· Bending s,ress fb/Fb Shear fv : Shear Stress fv / Fv I Force & Stress Summary 140'.453 k~ft 21..376 ksi 0.990: 1 24.611 k 3.785 ksi 0.263: 1 Allowable 141.927 k-ft 21.600 ksi 93.623 k 14.400 ksi Max. Deflection Length/DL Def! Length/(DL +LL Def!) k k k ft Beam OK -0.191 in 87,521.2: 1 879.9: 1 I <<-These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum ...Qn!L @. Center @. Center (@. Cants (@. Cants Max. M + 140.45k-ft 1.12 140;45 k-ft Mr;tx. M-k-ft Max. M@Left k-ft Max. M @ Right k-ft Shear@Left 24.61 k 0.32 24.61 k Shear@ Right 17.~5k 0:32 17.25 k Center Defl. .:o.191 in .:0.002 -0.191 -0.191 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 0.000 0.000 0.000 0.000 in ... Query Defl@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 24.61 0.32 24.61 24:61 k Reaction @ Rt 17.25 0.32 17.25 17.25 k Fa calc'd per 1.5~2, K*L/r > Cc !Section Properties W18X46 We1gfit I Depth 18.060 in 45.86 #/ft r-xx 7.262 in Width 6.060 in I-xx 712.00 in4 r-yy 1.291 in Web Thick 0.360in 1-yy 22.50 in4 Rt 3.030 in Flange ihickness 0.605in S-xx 78.848 in3 Area 13.50 in2 S-yy 7.426 in3 (c) 1983-97 ENERCALC c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I- I I I I I I 1· I I I I LOUIS PERRY~ ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title : CALL.AWAY Job # 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: I Rev: SQ.4001 I Steel Beam Design ·Page 1 ~ Desc'ription STAIR STRINGER (ST-29A) -! General Information Steel Section: C10X15.3 Center Span Left Cant. Right Cant Lu : Unbraced Length . ! Distributed Loads #1 DL LL 0.193 ST Start .Location End location 15.000 I Point Loads ' . #1 · Dead Load Live Load 0.250 Short Term Location 15.000 17.33 ft 0.00 ft o.oo ft 5.00 ft #2 #2 Pinned-Pinned Bm wt. Added to Loacis LL & ST Act Together #3 #4 #3 #4 Fy Load Duration Factor #5 #6 #5 #6 36.00ks, 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Using: C10X15.3 section, Span= 17.33ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 · Actual Moment fb : Bending Stress fp/ Fb Shear fv : Shear Stress fv/ Fv p=orce & Stress Summary Max. M + Max . .M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Deft. Left Cant Defl Right Cant Def ... Query Def!@ Maximum 7.85k-ft 1.81 k 1.60k -0.217in 0.000in 0.0O0in . 0.000ft Reaction@ Left 1.81 Reaction @Rt 1.60 Fa calc'd per 1.5-2, K*Ur > Cc 7.847 k-ft 6.986 ksi 0.323: 1 1.808.k 0.753 ksi 0.052: 1 0.13 0.13 -0.016 0.000 0.000 0.000 0.13 0.13 Allowable 24.264 k-ft 21.600 ksi 34.560 k 14.400 ksi Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.217 in 13,133.2: 1 958.1 : 1 <<-These columns are Dead + Live Load placed as noted -->> •LL @Center 7.85 1.81 1.60 ~0.217 0.000 0.000 ., 0.000 1.81 1.60 LL+ST @Center -0.217 0.000 0.000 0.000 1.81 1.60 LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k l t I I lc)fg83-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-060"2'9T0-;7ilei'o.0.4, 10-Dec-1997, Wm3'i- -1· I I I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 i Rev: 504001 Description STAIR STRINGER (ST..:29A) I Section Properties C10X15.3 ,Depth 10.000 in We1gfit Width 2.600 in ,I-xx WebThick 0.240in I-yy Flange Thickness 0.436in S-xx · Area 4.49 in2 s-yy Title : CALLAWAY Job# 1706 Dsgnr: JTC . Date: 9:47AM, 2 MAY 98 ' Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: 15.25 #/ft 67.40 in4 2.28 in4 13.480 in3 1.160 in3 r-xx r-yy Zc~ z-2z. ·Page 2 n 3.874 in 0.713 in (c) 1983-97 ENERc;Atc c;::\1706\callaway,ec;w~Calculations KW-06O2910~CDf,T0-Dec-1997, Wm3Z- - I I I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Re~: 504001 _ e-C .l-2.3 Page 1 n Steel Beam Design Description STB-29A ["General Information . Fy Steel Section : C8X11.5 Center Span Pinned-Pinned Load Duration Factor :fo.doks, 1.00 Left Cant. 7.25 ft 0.00 ft 0.00 ft 3.00 ft Sm Wt. _Added to Loads LL & ST Act Together Right Cant Lu : Unbraced Length J Distributed Loads #1 DL LL 0.373 ST Start Location .End-Location 3.750 I Point Loads #1 Dead Load Live Load 1.600 Short Term Location 1.000 #2 0.210 3.750 7.250 #2 #3 #3 1.600 1.500 3.750 4.500 ,Using: C8X11.5 section, Span = 7.25ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu = 3.00ft, LDF = 1.000 Actual Moment:' fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv I Force &Stress Summary 7.801 k-ft 11.486 ksi 0;532: 1 3.977 k 2.260 ksi 0.157: 1 #4 #4 Allowable 14.670 k-ft ,21.600 ksi 25.344 k 14.400 ksi #5 #6 #7 k/ft k/ft k/ft ft ft #5 #6 #7 k k k ft Beam OK Max. Deflection -0.073 in Length/DL Def! 115249.2 : 1 . Length/(DL +LL Def!) 1,195.5 : 1 <<-These column$ are Dead + Live Lo.ad placed as noted -» Max. M + Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear @ Right Center Def!. Left Cant Def! Right Cant Def ... Query Def!@ Maximum 7.80k-ft 3.98k 2.94k ~0.073 in O.OOOin O.OOOin 0.000ft Reaction @ Left 3.98 Reaction @ Rt 2.94 Fa calc'd per 1.5-1, K*Ur < Cc DL ~ 0.08 0.04 0.04· -0.001 0.000 0.000 0.000 0.04 0.04 LL @Center 7.80 3.98 2.94 -0.073 0;000 0.000 0.000 3.98 2.94 LL+ST. @Center -0.073 0.000 0.000 0.000 3.98 2.94 LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I I c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10:0ec-199T,Win3~ -I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 .. I Rev: 50.C001 , Description STB-29A [Section Properties C8X11.5 Depth 8:000 in Width 2.260 in Web Thick Flange Thickness Area i (c) 1983-97 ENERCALC 0.220in 0.390in 3.38 in2 Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 9:47AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: ZC'~Z -zf Steel Beam Design Page 2 r. · Weight I-xx 1-yY S-xx $-yy 11.48 #/ft 32.60 in4 1.32 in4 8.150 in3 0.782in3 c:\ 1706\callaway.ecw:Calculations r-xx r-yy 3.106 in 0.625 in KW='06·02910, Ver 5.0A,10:0ec-1997, W1n32 I I I I I I I I I I I I I I I I I I I ~· I ~ ~ ~ lS " "' ':- ~ ~ ~ f ~·-9· !8"-0" a·-o· I~ 71 EXISt20El.Ul~1 t/2"±)~ {T/51\. ~ lllXER a: I SCA!! OO'f'ER T _J"-6" IJ)~" C1 ,:"I i ZC-Z-2'7 cs,11.s f -I '\: ia:§ ;E~T ... 1$T !al$' ia1$' l\....._l }:;:,/ro'%Tr. J z:;; z:;:;;I 8~1 z:;~ z:;~1 EL J6 -· ,n ] I trl>. T I ........ ER I ·'~~ . lml.'L"lU'l,,,.~-J_J___ I, ~ I I --~ --~ ,-;,,, -----1----t;:l-""' -.J o>~ ;! Loi:~u we.Ir::! ,:,,_,,. :·· ,·. -, 7----EX~--------~ - tx:ST. EXIST. ~~.,,. 1:E1~·1/4 I """m,11,1112 i- , = . 1-:..., (,rtr-i~¥" \ ~-(~~~~ (1000% I c-1 ~ ~ ::., ~1 'I /I in O • -~y t---L G,~ ,<l l ,..~ .... . e ~-"':.,.. <.) -:. -:. -,._ 4;.:.;,_·-,_ ';:- ~ ~-9 -':::: ~ -·r CO~l'l-l ..._ -~-. ,:.;',"" -<.J\·X' "'-y1~<<J.,;,:,". o_ ~ ;. <:, --.:. "-·· ~J.,t:c./ r{<>'-P'. V..., '--,J '! I 5.2.<J D I EXrsr: .a· JOIST C!ROE~..,. I I {T/Sll. El. lJ'•J 1/2':) I 'Er.ST. 40UI ,:c,s;l W,;L. EL. JJ' -8 1/2" :!:} Ii:-,..?:!, I ... ~~ ,v I r. C-4...J','\ !:! 1 "-.,._; ~-l ~:::; ~ ~ !'. () ~ _,,__ ~ .... \..J~ FRAMING PLAN AT EL. 28' -8" ~ SCALE: 1/4"=\'-o" r;s;L. EL. (-1") U.N.0. 0 ~ ~ r-==="i~l2>2d/4 1JCJ!,C O ~I BOTT. tF STIJP. STRl!.'C[. :_[ ID EX:sT. 48" JOIST CIRDE~ {T/S1\. EL Jl'-6"±) ~OCW>l 10 : --,---(; a 1r-o· CICMS.J -1 S!R>o'CE.~ ~ I,~ 17 L, ~ V ,-0 c.tt L> IV) \ 71~~ ~== y? ,~ -il) .(Jooo ~ ~ lS .. "' b ~ b ~ •. ~ ,· . ;-_ I'. :. 1 9· .• _J/•" 'ln ~ HOLD ~ ,. {E0v,l'""cµf Lo"los) t-"' L L l---1 -· I PRELIMINARY I I I L n-:---r, i ·~-' -~' ~-- J PENTHOUSE ROOF FRAMING PLAN 11)13 Or:_y-..... , ' /. . . 6 SCALE: 1/4"=\"-o· •..-••l"\TC'n T/S'il. EL. ~ Nl.l•1-w ~ ~ \ ~ ,. --1 \ -:'' -~ (3soov#) \_ ,o•-o· ~ 1s·-o· ~ ~~s· _r_.3• . HOLo/C1 G 3~ /), b:•'-'.:.:t.:::I.."" ; . ¼ vc-J FRAMING PLAN AT EL. 36' -4" •. I./ }' "\.,-"<: ~ '-(':•/. ·~ ,"·'• PA.:· :" ,_..,,. "' ..-....-...... -.. ,...-~-. ~ ~ ~...._'-!''-~ I '/ "'-, ._,,~~ : V= < .:?o g-iL.J.1/4 0:J I Lo- Ct0x15.J $TR!l.'CtR ~t1C~8:,.= ::, ~ :., -! ':- SCALE: 1/4"=1'-0 •1-·· --·-· •••1n 1/:,11.. EL. ,(:1-J u • .-. ...... NOTES: 1. F'OR CtNE:AA'-. NOTe:s, SEE Owe. :?'???. 2. FO:l TY:>:C>L FRA,IINC SEc;,cNs ,'.¼O OITA:lS. SEE ewe. no2~-(,? ; - J. FCR CO~U\!N SCHEDULE. sc::: ow~. 1702J. c~ 4. FOq (XISTINC FAA.\flNC, S::E •?RtlJ~ SiRUCTU:Ut ' '"I Es(?;,~·~~~:~:~:.,· .. •.--~ :, • . ;-.h,;,, : .: ::; 1,ic:-''j' / 1: :-~-• KEY PLAN SC<lt: NO Sc.<i.E ' LOU Is. CALLAWAY GOLF BALL COMPANY ~ · MANUFACTURING FACILITY PER Ry STRUCTURAL FRAMING PLANS AT EL 28'-8" !c 36'-4" 1 ~ & ASSOCIATES ocsc,t< 1 c,.:;:, s~ 1 Pt.a'. sc,:.c, ll!l§E@JI 0,2,;s:.I 5J • INC'• EJu I •/15/;3 ,s 11br.:o I 11,·-,·-o· _ICTFl~~ 16S SI.IOKERISE CR:vE c.,K:> s--: I :...·~ o~·~,c >.:.,\ol:;ttR: I Rt:: I W,J;w~~JH8 ~HIO I \ , r>;-i:,i-.:: (3.JO) 33.c.-1.sas r:t.!v ... i: 1 P:.c-: ~-r. 17024 t }\ 1 ;;..< (JJO) ~J.i-,s~a 11c-c:::6 I ".':"-/i:~ ----~ .. _ I I I I I I I I I I 1· I ~ ·1 I I I I ?8 · 8 (:-. !z --, 'I ~ 1J -f_ •• ~ --. 1-2'1/,( lb-/D 1/'1 z .· -- .. ----.... , ; . ,-_; ·: ·., l:, ~ i ;t -, ':,. ~ l:, f ~ 40'-g_• ~'-:o· ~·-J)· S-6" 10'-:(_ I 4 1/•• ~ ~ ~PER 1 r EXIST. 20lH JCIST 1 - I ~~IL E~Jl-~~ 112·1) ~ i T i1 EX:ST. 48" uOiST CIROER I I I I I~ (T/sTL a,Jt-10 112·~ , I --1------F---1-----1 -l--=-=-= I orsr. . ::,, , lS14&14xl/2 . ~I ~ I • eot. '\.! o~.., ,, ! _"j_J . _j_ 9'_ ~ I ~12x1/2 \ I r ~ ,. I I- I RAIUNC (l'tl', I ' ~)Ol'OIING wr I I I I ,1'-10.t..10· ,___ .., .:. CIOxlSJ SPREADER ~'..J_" 2·-9• ,9"._2~_" I :~ ~ f?'/ISTST. WJlx118 I \', L. EL. VAR:ES) ' c-1~1 HOLD _; · t-2 "°-OED •lo CAAr.00 • WHERt INOCAl;O) I 11•···: TOE PlAiE _ I),~ ~ ; I . l4x4z3 tw«lEl!tJP 7---J ·· j~--( .;,,,. .. t+J!,,;i_ mm'll«~ '!,,--::, .'ii ?;~ b \ I I :: ~ I 52.') D I EXIST: -48. JOIST C!Rn£R I (T/STL. El. JS-3 1/2•::) I l ·.-1 -~[)(;ST, 40Ui .:O,ST l . , . _ _ , I EL. 35•-4• ¥1~'' Ul'TO I, 1 l2z2x1 4 lAClNC 0 ' I~ ' ~ eorr. t; STAIR stRJNG<R . --1·. ,l:,~ 'i~ ,--~-~ !; ~I ~;~! ---~/ 1 '· cJ.-~ti, '~. ~ • I ~~IL EL. 33:·8 1/2"±) <;~··"' l - (J1D15) FRAMING PLAN AT EL. 28' -8" . .. .... --... ·-------SCALE: 1/4-=r-,o-I/SIL. t;L. (-11 U.N.O. ~-~ }~!- 0 -, 1· Ii\; i : , ! I, : . 1 ; j : . ; ; . . . !yl1 i-!i:, • -f • ------,, -: .. { I ! / L()A-CJ l.H-fcf !!,R,JI~ ' r: P,fo-..)..J:::,l C.••'l-c..k - 9•-4 3/4. J ~ ~ ~ . I ~ I __ - . '~ ~ I I jHo'Lo l:, ~, .. ·.! ( 1'<1 ~ui ,s\ w'o } ~ rr===================;l! 0 " ~ PRELIMINARY L h---~ t-j I 11 . _--,--..!r h I I I --I h -. I I ·j---.,---,-.--lh I I h----1 ·r;:1 I ~ ----~-~--------- 2.C.2.-Z'5 ,.-~- c:&11.S ~ ~ I ~ .o co ~ -o col r\__l4x4 HA.'«:ER; ~ !a~ !a~ :;;N~ l<iN~ :;;':: I DOWN JO f!J.Tr. ·' l:\i, l:\i, 8!:: K!:: 13!::I EL. 36-4 ,n , ~ w~ ~ fo,) 7-----EXIST.W21x50--------~ - EXIST. EXlST. at~.,,. m_,.J,1/• JB'-_Q"_ f-_(_ PENTHOUSE ROOF FRAMING PLAN SCALE: 1/4"=1·-o· 40'-:0" ~ 111XER le it_ SCll£ HOPPER I !f~J- ,.._,,_. T/STL. El. "5 NOT~O ~£ • ~ l'.I\ \!j g) 8'-3" I m_xJxl/4 VEXIS!. I -r+1·,,·~· . I Cl0x15.3 STRINCER H-~~-----~16# ~~ ~i~ ,_ 'o>a ~--.. o.., ~-:: 0 !:: ~,~ ~ .... FRAMING PLAN AT EL. 36'~4" ~ SCALE: 1/4"=\'-0" T/STI. EL.'(;:·) U.N.0. ~ NOTES: 1. FOR GENERAi. NOTES. SEE owe. ?????. 2. FOR TY?:CA~ FRAAUNC SECTIONS A>jD OCTAJLS. SEE owe. 1102~'"" Ip , 3. FOR COLUMN SCHEDULE, SEE owe. 17023. ', .4, FOR EXISTING FRAAIINC, SEE •pn'YE STRUCTU'W. ENCINEERS• ORAWlNOS. • ,Ir:-•' · fo·, •··'i"'·· :..1 .,,,, •• , •:...-.-, ••••• __ .. , •• -: .... •t., • .• , t··'J'J' ~ ' ::.·' 1,,. I ·"' :.,.,_ .... :"· .• .. i .,,,···· • .... " ! 7: ?.'~-. KEY PLAN 0 SCAI.E: NO SCALE '~ ~~rl ~~r·•'-"-"--'-i' ,--=-·=-· +!-~=~ C7 44281 D._J ?HONE (3.30) JJ•-1585 I "~· -· , . f'AX {3.!0) JJ.$-16S8 1 CALLAWAY GOLF BALL COMPANY MANUFACTURING FACILITY STRUCTURAL FRAMING PLANS AT EL 28'-8" & 36'-4" I I -· -· -----I ____,.. DES:CN~ CA-:'£: ~E: P\.Ql~t.: 11 EJl,I 4/15/98 >S NOTtO v•·-,·-o· ~ ......... &w. .... ~ O~W!~~ ,...,..,.._,,.. ... .:. -) Pt.0~ e,..._•!: ) 17024 11cso210 I .&/2·'/ia A -I :::.:.-:---. LOU I S JOB TITLE CJA LLA WA!{ PROJECT No. J:1!2b -~,_____, PERRY oESCRIPTioN Pt..:-rF111l. f QsG.-N- @. . -CALCULATED BY _ 4 'JC.. ll.'.TE 5/z../q g I . _ &-ASSOCIATES cHEcKEO BY rA' k DATE s---; 8 · '7 8 . . . . •INC. SC>LE -------SHEET NO. --OF -- PLANNER$ • ENGINEERS • ARCHITECTS • MANAGEMENT C _ 3- I I ....... ; ....... ;. ...... ; ....... ; ....... ; ....... ; ....... ; ....... ; ....... ; ...... /) ,:,,s ,, ~·1 j' ., }. .... / ....... i ....... / ....... i.P.J .. ';. .. .l.J.'.l.'t..i:i3/..,J .. C~.:'.%.L: .... ,, ... f I. ... L. ... .. I I I -I I I I I I I I- I I I I I I I I I I I Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 10:32AM, 2 MAY 98 Description : STRUCTURAL DESIGN · ;'MIXER MEZZANINE PLATFORMS" LOUIS P~RRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (33()) 334-1585 FAX NO; (330) 334-1658 Scope: 2~-s-<-I Rev: 504001 Steel Beam Design ·Page 1 ~ Description BEAM-21.A [General Information Fy I Steel Section : C6X8.2 Center Span . Pinned-Pinned Load Duration Factor 36.00kst 1.00 Left Cant. Right Cant Lu : Unbraced Length . I Distributed Loads ' . #1 DL LL 0.374 ST Start Location End Location 5.000 I Point Loads #1 Dead Load Live Loai;i 0.850 Short Term Location 2.500 5.00 ft 0.00 ft 0.00 ft 5.00 ft #2 #2 Bm Wt. Added to Lo~ds LL & ST Act Together #3 #4 #3 #4 Using: C6X8.2 section, Span = 5.00ft, Fy = 36.0ksi End Fixity= Pinned-Plnned, Lu = 5.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb' Shear fv : Shear Stress fv / Fv i Force & Stress Summary i- Actual 2.257 k-ft 6.202 ksi 0.287: 1 Allowable 7.860 k-ft 21.600 ksi 1.380 k 17.280 k . 1.150 ksi 14.400 ksi 0.080: 1 I #5 #6 #7 k/ft k/ft k/ft ft ft #5 #6 #7 I k k k ft Beam OK Max. Deflection -0.024 in Length/DL Defl 198838.8 : 1 Length/(DL+LL Defl) 2,477.9: 1 I «-These columns are Dead + Live Load placed as noted ->> Maximum Max. M + 2.26 k-ft Max. M- Max. M @Left Max. M @'Right Shear@Left Shear @ Right CenterDefl. Left Cant Defl Right Cant Def ... Query Defl @ Reaction @ Left Reaction @ Rt 1.38k 1.38k -0.024in O.OOOin O.OOOin 0,000ft 1.38 1.38 Fa calc'd per 1.5-2, K*LJr > Cc (c) 1983-97 ENERCALC DL ...Qn!y__ 0.03 0.02 0.02 -0.000 0.000 0.000 0.000 0.02 0.02 LL. @Center i.26. 1.38 1.38 -0.024 0.000 0.000 0.000 1.38 1.38 LL+ST @Center -0.024 0.000 0.000 0.000 1.38 1.38 c:\11os,ca11away.ecw:ca1cu1ations LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in o_.ooo in k k KW-0602910, ver5.0.4, 10:Cec-1997, Win32 I I I 1. I I I I I I I I I I. 1-· I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585. FAX NO: (330) 334-1658 I Re~ 504001 Description BEAM-21A 1 Section Properties C6X8.2 i - . Depth Width Web Thick Flange Thickness Area (c) 1983-siENERCA(.C 6.000in 1.920 in 0.200in 0.343in 2.40in2 Title : CALLAWAY Job# 1706 Dsgnr: JTC . Date: 10:32AM, 2 MAY 98 ' Description :.STRUCTURAL DESIGN ''MIXER MEZZANINE PLATFORMS" Scope: 2C.3-3 Steel Beam Design ·Page 2 ~ Weight ' 8.15 #/ft r-xx 2.336 in I-xx 13.10 in4 r-yy 0.537 in 1-yy 0.69 in4 S-xx 4.367 in3 S-yy 0.492 in3 c:\ 1706\callaway:ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32 I I I I I I I I I I I I I I I I I I I Title : CALLAWAY Job# 1706 Dsgnr: JTC Date: 10:32AM, 2 MAY .98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) .334-1585 FAX NO: (330). 334-1658 Scope: ZC!.3-'/ I I Rev: 504001 I Steel Beam Design · Page 1 ~ Description GIRDER-21A I General Information Fy Steel Section: C10X15.3 Center Span Pinned-Pinned Load Duration Factor 36.ooksi 1.00 Left Cant. 15.00 ft 0.00 ft 0.00 ft 5.33 ft Bm wt. Added to Loads LL & ST Act Together Right Cant LI.I : Unbraced Length I Point Loads #1 Dead Load Live Load 1.560 Short Term Locatiqn 2.500 #2 1.640 5.000 #3 1.670 7.000 Using: C:10X15.3 section, Span= 15.00ft,, Fy = 36.0ksi End Fixity = Pinned·Pinned, Lu = 5.33ft, LD.F = 1.000 Moment fb: Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv j'Force &_ Stress Summary _ Aetual 18.68d k-ft 16.629 ksi 0.782: 1 4.196 k 1.748 ksi 0.121 : 1 #4 1.640 9.670 Allowable 23.891 k-ft 21.268 ksi 34.560 k 14.400 ksi #5 1.170 12.250 #6 Max. Deflection Length/DL Def! Length/(DL +LL Def!) #7 k k k ft Beam OK -0.374 in 20,253.1 : 1 481.1 : 1 <<-These columns are Dead + Live Load placed as noted -->> Max. M+ Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Deft. Left Cant Deft Right Cant Def ... Query Deft@ Maximum 1$.68k-ft 4.20k 3.71 k -0.374 in 0.000in 0.000in 0.000ft Reaction @ Left 4.20 Reaction @ Rt 3. 71 Fa' calc'd per 1.5-2, K*Ur> Cc I Section Properties C10X15.3 Depth 10.000 in Width 2.6Cl0 in Web Thick Flange Thickness Area 0.240in 0.436 in 4.49 in2 DL ...Qn!y_ 0.43 0.11 0.11 -0.009 0:000 0.000 0.000 0.11 0.11 We1gfit I-xx 1-yy S-xx S-yy. LL LL +ST . LL LL +ST @ Center @ Center @ Cants @ Cants 18.68 k-ft 4.20 3.71 -0.374 -0.374 0.000 0.000 0.000 0.000 0.000 0.000 4.20 4.20 3.71 3.71 15.25 #/ft 67.40 in4 2.28 in4 13.480 in3 1.160 in3 0.000 0.000 0.000 , 0.000 r-xx r-yy k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 3.874 in 0.713 in I I I I (c) 1983-97 ENERCALC_ c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKf;RISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 50400f I. Description GIRDER-21 B [Gene_ral. lnforma:tion Steel Section: C10X15.3 Center Span Left Caht. Right Cant Lt,1 , Unbraced Length I Distributed Loads 5.75 ft 0.00 ft 0.00 ft 5.75 ft Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 10:32AM, 2 MAY 98 Description : STRUCTURAL DESIGN ;'MIXER MEZZANINE PLATFORMS" Scope: Steel Beam Design Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Togeth~r Fy Load Duration Factor 2t!.3-~ 36.boks, 1.00 Page 1 n ,I t I . # 1 #2 #3 #4 #5 #6 #7 DL LL 0.175 ST Start Location End Location 5.750 I Point Loads #1 #2 #3 Dead Load l,.ive Load 0.410 0.410 3.710 Short Term Location 0.330 3.100 5.000 Using: C10X15.3 section, Span= 5.75ft, Fy= 36.0ksi End Fixity= Pinned-Pinned, Lu= 5.75ft, LDF = 1.000 · Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv : Force & Stress Summary Actual 3.031 k-ft 2.698 ksi 0.131: 1 4.018 k 1.674 ksi 0.116: 1 #4 Allowable 22 .. 146 k-ft 19.715 ksi 34;560 k 14.400 ksi #5 k/ft k/ft k/ft ft ft #6 #7 I k k k ft Beam OK Max. Deflection -0.009 in Length/DL Def! 359551.5 : 1 · Length/(DL+LL Def!) 7,589.2: 1 i DL «-These colllmns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST Maximum __Qn!y_ @Center (@ Center @. Cants @. Cants Max. M + 3.03 k-ft 0.06 :3.03 k-ft Max. M-k-ft Max. M @ Left k-ft Max. M @Right k-ft Shear@Left 1.61 k ·b:04 1.61 k Shear @ Right 4.02k 0.04 4.02 k Center Def!. -0.009in -0.000 -0.009 -0.009 0.000 0.000 in Left Cant Def! O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant Def O.OOOin o.obo ·o:ooo 0.000 0.000 0.000 in ... Query Def)@ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.61 0.04 1.61 1.61 k Rei;iction @ Rt 4.02 0.04 4.02 4.02 k Fa calc'd per 1.5-2, K*Ur > Cc lcf'f983:-9TEfilERCALC c:\1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 ,-I .1 1. I I I I I- I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 . FAX NO: (330) 334-1658 ·. Description GIRDER-21 B · I Section Properties Depth Width Web Thick Flange Thickness Area lc)rn:-97 ENERCALC C10X15.3 10.000in 2.600 in 0.240in 0.436 in . 4.49 in2 Title: CALLAWAY Job# 1706 , Dsgnr: JTC Date: 10:32AM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: Zt~3-~ Steel Beam Oesign Page 2 ~ ,Weight ·I-xx 1-yy S-xx S-yy 15.25 #/ft 67.40 in4 2.28 in4 13.480 in3 1.160 in3 c:\ 1706\callaway .ecw:Calculations r-xx r-yy 3.874 in 0.713 in KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 . . LO u I s JOB TITI.E C. AL l-A WA J' PROJECT No. ~ I~ PER Ry DESCRIPTION PLTf:M. fJ sG,rJ. . . . CALCULATED BY 4! C., DATE 5, / 1.. /~ rJ C7 · ASSOCIATES CHECKED ·BY ad DATE ..s-; 2 s ,9 t:J I 0LJ & •INC• s~· ----------SHEEI' No. _t_ oF _ . PLANNERS • ENGINEERS . • ARCHITECTS • MANAGEMENT 2.e ... '/ -/ I ,-~ i i '. -!· , I i i i i i i l ; ! · : l I , i .. _ I ; : , : : I , .... :.J: ... :.L.~~E.JA:h)~.1: ... Jzl~J::.-t.::::!.: ..... i::::::t:::::l::: .. ·::1::::::t: .. ·:1:: ..... 1 ...... :l: ...... i.·:.· .. i:::: .. :l::.:· .. ;.:::::i:::: .. :i::::::r:.:.·i::·.:::i::::::: : :: •• [ ••• :[.T.[~E 1.f ir=ri •••••• i ••• t:[B~~1~t.f4~~.~~'.t:~,Y •• i ••••• i ••••••• i •••••• : : : • : : : : ! : : : : : : : : : : : : : : : : : : : : : : ., , : , : , = = µ.0t: c> W..~X.10 = u;fd'J../W-x1B) = : {,< =~ ,< :, /,71, , = . 1 ·······i·······i·······i·······1·······1·······1··· .... 1·······1·······1···· .. :i····· ·1'···.-r ··1 ... l. ·····1···:.:··1·······1· .. · .. ·r··· .. ·1·······1···· .. ·i······'i···~·r-····r·····1·······l····· ·1···· ·1·······1 ······ · . . . . . . . . . . . . . .. . . . ..... . . . . . . . ' . . . . . . ' . . . . . f ! i , i f i i l i ! i i I J/,.-:./i[. i: (, !~kc.iA,'r!\ i i i ! i = ! 1 ! : : : : : : : : : : ; : : t¥:<-J • f • : • ; JI. : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 •• :c.: •• :L::l•••••Ll:•••••L .: :I •::l .ct : ••• : :r.: .. -.•• 1 ••.• f J•·,~·: .: .11. 11 ••••••• 11 .: •• 1 • 01""'.; /1.A = = = = = = =o·l, pv p,;. •O '·"" ,., ; PL'f' f ' ; 'f; =-~''fo1/ .;L,y;,-,\ ... , k. :c:r,-r : : : : : : : !v._ :· : -1: r-, ·r:• :F? :, : : : : : : : • ..,: C .• 1:7Jl __ ""JJ'-3!-o · ................................................................................. ·1····1-......... D ....... 1 .. ·· 1 ···~ ................................................................... ·.----· ............... .. ' ; . ~ ~ ~ ~ ~ ~ ~ ~ i ~ '.. ·; -~ ~ . ; . r-E i ~ ~ ~ -j ~ _· : ~ -~ ~ ; , ~ : . Kt~ I ...... : ....... , ....... :~ ...... : ....... :.Ty ....... : ....... : ....... : ....... · . · I. . .. .}'. · · · ~ ..... : ....... : ....... 'i.'J:::.: .... 'J'.lf,_..t:?_7~). .. ($.Jf. ... !A?..r. ...... (b.L.jL$.~~ .. J.L .... L. .... l... .... ! ...... t ... L ... L .... L ..... L ...... L. ... ! ....... L .. ~.L..~.L. .. ,t ... J ...... l ...... ~ 3 .. t~.~r..<i ... ~~P....<.~.J..k.J.~tJ:. '< · · · · · · · · · ··I-L-~ c" z.o 1.., ·c·"· ,3J.., . .-~, . .,.,. · · · · · · · · · · ·., = = : = = = : = = ,, ... :,,' ,. J' ; , ....... , =, · · :. , : fi.Lf:i J'ft(':z)' f' .:=3q-:- -Lo·u:ts Cl P&.tf!~J _ _,(JLJ . · •INC• PLANNERS • ENGINEER$ • ARCHITECTS • MANAGEMENT JOB mµ: __ 6....:1 ;.....;..L..;;;L;,.!,;/J~vJ.:..iA:.:..J....,,;..... ___ PROJru No. J.212.b DESCRIPTION 11 ~ r~ · 0 tfJ $6 <>J ' CALCULATED BY --=?f=l---"-1-'r..,._____ D,4,TE slz. L, z CHE:CKED BY -----'&~J;./f~-DATE 5 •2 B~ "7 ti SCAI.£ SHEEI' NO. ~ Of' __ 2{!_ -~ I I I I I I I- I I I I I I I I I I I I I LOU1$ PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (~30) 334-1658 Title : CALLAWAY Job # 1706 t;>sgnr: JTC Date: 12:48PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" ·Scope: 2c.r-3 ! Re~· 504Q01 i Steel Beam Design -Page 1 ~ Descrip~ion · sEAM-17A I General lnfo~mation Steel Section : W8X13 Center Span Left Cant. Right Cant Lu : Unbraced Leng~h . ,-Distributed Loads _ . _ DL LL ST Start Location'. End Location I Point Loads . Dead Load Live Load Short Term Location #1 0.113 10.000 #1 4.800 3.250 10.00 ft o·.oo ft 0.00 ft 10.00 ft #2 4.800 6.750 Pinned-Pinned Bm Wt. Added -to Loads LL & ST Act Together #3 #4 #3 #4 Using: W8X13.section, Span= 10.00ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 10.00ft, LDF = 1.000 Actual Allowable 17.306 k-ft 20.951 ksi Moment fb : Bending Stress .. fbl Fb Shear fv : Shear Stress fv I i=v 11:116 k~ft 20.793 ksi 0.992: 1 5.430 k 2_955· ksi 0.205: 1 26.463 k ·14:400 ksi Fy Load Duration Factor #5 #5 #6 #6 Max. Deflection Length/DL Defl Length/(DL +LL Def!) 36.boksi 1.00 #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK -0.277 in 4,859.4: 1 433.6: 1 I I I _~I F;:_o==-r==c-e::;:_,. :;;&::;S~tr:::e:::s:::;s::;S;::u=m==m=a==ry==. ======================================================:I · 'Max. M + Max. M- Max. M@Left Max. M @ Right Sliear@Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ... Query Def!@ Maximum 17.1$k-ft 5.43k 5.43k -0.277 in 0.000iri 0.000in 0.000ft Reaction @ Left 5.43 Reaction @ Rt _ 5.43 Fa calc'dper 1.5-2,·K*Ur> Cc \C)7'983-97 ENERCALC <<-These columns are Dead + Live Load placed as noted -» DL ....Qn!y_ 1.58 0.63 0.63 -0.025 0.000 0.000. 0.000' 0.63 0.63 LL @Center 17.18 5.43 ,·' 5.43 -0.277 0.000 o.odo 0.000 5.4.3 5.43 LL+ST @Center -0.277 o.obo 0.000 0.000 5.43 5.43 c:\ 1706\callaway.f1cw:Calculations LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants ' k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I. I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH~ OH 44281 PHONE NO: (330) 334'-1585 FAX NO: (330) 334-1658 I i Rev: 50-4001 i Description BEAM-17A rsection Properties W8X13 Depth 7.990 in Width 4.000 in Web Thick Flange Thickness Area 0.230in o.i55in 3.84in2 (c) 1983-97 ENERcJIT.C Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 12:48PM, 27 MAY .98 Description : STRUCTURAL DESIGN . "MIXER MEZZANINE PLATFORMS" Scope: Steel Beam Design -Page 2 n , I Weight 1· 13.04 #/ft r-xx 3.211 in I-xx 39.60 in4 r-yy 0.843 in 1-yy 2.73 in4 Rt 2.000 in S0xx 9.912 in3 f$-yy .. 1.365 in3 c:\ 1706\callaway.ecw:Calculations. KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32 - I I I I I I I I I 1- I I I I I I I 1· I Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 12:42PM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2c. r--s l Rev: 50-4001 .Steel Beam Design . ·Page 1 ri De~cription BEAM-178 ! General Information Fy Steel Section: W8X13 Center Span Pinned-Pinned Load Duration Factor 36.ooks, 1.00 Left Cant. Right Cant Lu ·: Unbraced Length j Distributed Loads #1 DL LL 0:350 ST Start Location End Location 8.500 I Point .Loads #1 Dead Load Live Load 0.500 Short Term Location 4.250 8.50 ft .0.00 ft 0.00 ft 8.50 ft #2 #2 Bm Wt. Added tci Loads LL & ST Act Together #3 . #3 #4 Using: W8X13 section, Span= 8.50ft, Fy = 36.0ksi End Fixity= Pinned-Pinned, Lu= 8.50ft, LDF = 1.000 Moment fb : Bending Stress ft;>/ Fb Shear fv : Shear Stress fv / Fv j Force & Stress Summary . Actual 4.341 k-ft 5.256 ksi 0.243: 1 Allowable 17.842 k-ft 21.600 ksi 1.793 k 26.463 k 0.976 ksi 14.400 ksi 0.068: 1 l '#5 #6 #7 k/ft k/ft k/ft ft ft #5 #6 #7 I k k k ft Beam OK · Max. Deflection -0.047 in Length/DL Def! 76,464.2 : 1 · Length/(DL +LL Def!) 2, 181.6 : 1 I <<-These columns are Dead + Live Load placed as noted -» Max. M + Max.M- Max. M@Left Max. M @ Right Shear@ Left · Shear @ Right Center Def!. Left Cant Defl Right Cant Def ... Query Defl @ Maximum 4.34k-ft . 1.79k 1:19k -0.047in O.OOOin O.OOOin 0.000ft Reaction @ Left 1. 79 Reaction@ Rt 1.79 Fa calc'd per 1.5-2, K*Ur > Cc (c) 1983-97·ENERCALC DL _QJJJy__ 0.12 0.06 0.06 -0.001 0.000 0.000 0.000 0;06 0.06 LL @Center 4.34 1.79 1.79 -0.047 0.000 0.000 0.000 1.79 1.79 LL+ST @Center -0.047 0.000 o.Ooo 0.000 1.79 1.79 c:\ 1706\callc,!way.ecw:Calculations LL @Cants 0.000 0.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32 ·-I ·I I I I I I I I I I I I I I .I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 -PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 504001 ,! Description i3EAM-17B : Section Properties W8X13 I Depth 7.990 in Width 4.000 in Web Thick Flange Thickness Area 0.230 in 0.255in 3.84 in2 Title : CALLAWAY Job # 1706 Dsgor: .ITC Date: 12:42PM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: Steel B~am Design 2 t!.. 'I -G Page 2 ~ We1gfit I 13.04 #/ft r-xx 3.211 in I-xx 39.60 in4 r-yy 0.843 in 1-yy 2.73 in4 Rt 2.000 in S-xx 9.912 in3 S-yy 1.365 in3 c:\ 1706\callaway,ecw:Calculations KW-0602910, Ver5.0.4, 10-Dec-1997, Win~ -I I I I I I I I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 1 :37PM, 27 MAY 98 Description : STRUCl'URAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX 1'!0: (330) 334-1658 Scope:· 2e. '/-7 i Rev: 50-1001 Steel Beam Design -Page 1 ~ Description GIRDER-17A [General Information Steel Section : W16X36 \::y Pinned-Pinned Load Duration Factor 36.boks, 1.00 Center Span Left Cant. Right Cant 20.00 ft 0.00 ft 0.00 ft 5.00 ft Bm Wt. Added to Loads LL & ST Act Together Lu : Unl;>raced Length J Point Loads Dead Load Live Load Short Term Location #1 3.000 1.000 #2 4.250 3.500 #3 3.830 6.000 Using: W16X36 s·ection, Span= 20.00ft, Fy = 36:0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv I Fv I Force & Stress Summary I .. Actual 94.163 k-ft 20.001 ksi 0.842: 1 16.591 k 3.546 ksi 0.246: 1 #4 10.500 10.000 Allowable 111.859 k-ft 23.760 ksi 67.373 k 14.400 ksi #5 4.000 14.330 #6 #7 k 4.000 2.830k k 16.660 19.000ft Max. Deflection Length/DL Defl Length/(DL +LL Defl) Beam OK -0.487 in 24,056.5: 1 493.0: 1 «:... These coiumns are Dead + Live Load placed as noted -» Max.M + Max. M- Max. M@Left Max. M @ Right Shear@Left Shear@ Right Center Def!. Left Cant Den Right Cant Def ... Query Defl@ Maximum 94.16k-ft 16.59k 16.54k -0.487in o:oooin O.OOOin 0.000ft Reaction @ Left 16.59 Reaction @ Rt 16.54 Fa calc'd per 1.5-1, K*Ur < Cc I ~ection Properti~s W16X36 Depth 15.860 in Width 6.985 in Web Thick Flange Thickness Area 0.295in 0.430 in 10,60 in2 DL ..Qnjy_ 1.80 0.36 0.36 ~0.010 0.000 0,000 0.000 0.36 0.36 Weight I-xx 1-yy S-xx. S-yy LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants .94.16 k-ft 16.59 16.54 -0.487 -0.487 0.000 0.000 0.000 0.000 0.000 0.000 16.59 16.59 16.54 16.54 36.00 #/ft 448.00 in4 24.50 in4 56.494 in3 7.015 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 6.501 in 1.520 in 3.493 in I I I I (c) 1983-97 ENERGALC c:\ 1706\c:allaway.ecw:Calculations KW-OSOZ910, Ver 5.0.4, 10·Dec-1997, Wrn32 -I I I .I I I 1· I I I I I I I I I I I I Title : CALLAWAY Job # 1706 bsgnr: JTC Date: 12:45PM, 2 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH,. OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: 2C'.f-8' j Rev: 504001 I l Description GIRDER-178. j General Information I Ste~I Section: W8X18 Center Span Left Cant. Right Cant Lu : Unbrac;ed Length 12.!;iO ft 0.00 ft 0.00 ,ft 5.00 ft Steel Beam Design Pinned-Pinned Bm wt. Added to Loads LL & ST Act Togefher Fy Load Duration Factor 36.boks, 1.00 Page 1 n ,I I I Point Loads #1 #2 . #3 #4 #5 #6 #7 I Dead Load Live Load Short Term Location 1.550 2.500 1.800 5.000 · Using: W8X18 section, Span= 12.50ft, Fy = 36.0ksi 1.800 7.500 End Fixity::; Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Actual Moment 13.224 -k-ft fb : Bending Stress 10.434 ksi fb/Fb 0.439: 1 Shear 3.462 k fv : Shear Stress 1.849 ksi fy/ Fv 0.128: 1 I Force & Stress Summary k 1.550 k k 10.000 ft Beam OK Allowable 30.114 k-ft Max. Deflection -0.208 in 23.760 ksi Length/DL Defl 27,436.3: 1 Length/(DL +LL Defl) 722.7: 1 26.960 k 14.400 ksi I «-These columns are Dead + Live Load placed as noted --» DL LL L.L+ST LL LL+ST Maximum ...Qn!L @Center .@ Center @Cants @Cants Max. M+ 13.2~k-ft 0.35 13.22 k-ft Max. M-k-ft Max. M@Left k-ft Max. M@ Right k-ft Shear@Left 3.46k 0.11 3.46 k Shear @ Right 3.46k 0.11 3.46 k Center Defl. -0.208 in -0.005 -0.208 -0:208 0.000 0.000 in Left Cant Defl O.OOOin 0.000 0.000, 0.000 0.000 0.000 in Right Cant Def O.OOOin 0.000 O.OQO 0.000 0.000 0.000 in ... Query Defl @ 0.000ft 0.000 0.000· 0.000 0.000 0.000 in Reaction @ Left 3.46 0.11 3.46 3.46 k Reaction @ Rt 3.46 0.11 3.46 3.46 k Fa calc'd per 1.5-1, K*L/r < Cc ;Section Properties W8X18 I I , , We,ght · Qepth 8.140in 17.87 #/ft r-xx 3.430 in Width 5.250in I-xx 61.90 in4 r-yy 1.231 in Web Thick 0.230in 1-yy 7.97 in4 Rt 2.625 in Flange Thickness 0.330 in S-xx 15.209 in3 Area 5.26in2 S-yy .3 .. 036 in3 (c) 1983-97 ENERCALC c:\ 1706\callaway.ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm3Z- -I I I I I I I I I I I -I I 1:· I I I I -1 Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 1 :56PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATt:S 165 SMOKERISE ,DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330,) 334-1658 1 · Rev: 504001 .. Scope: 2('J/-tj Steel Beam ·Design -Page 1 ~ Description GIRDER-17C I General Information I ; Steel Section : W16X40 Fy 36.ooks, Pinned-Pinned Load Duration Factor 1.00 Center Span 20.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00ft !,..u : Unbraced Length . 5.00 ft J Oistributed [oads #1. #2 #3 #4 DL LL 0.1.75 st -Start Location 11.500 End Location 20.000 I Point Loads #1 #2 #3 #4 Dead Load Live Load 3.000 4.250 3.830 3.400 Short Term Location 1.000 3.500 6.000 8.000 Using: W16X40 section, Span= 20.90ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv f Force & Stress Summary Actual 114.969 k-ft 21.320 ksi 0.897: 1 19.390 k 3.971 ksi 0.276: 1 Allowable 128.125 -k-ft 23.760 ksi 70.316 k 14.400 ksi #5 #5 14.600 11.500 #6 #7 k/ft k/ft k/ft ft ft #6 #7 k 4.000 2.830k k 16.660 19.000ft Max. Deflection Length/DL Def! Length/(DL +LL Def!) Beam OK -0.511 in 24,986.7: 1 469.7: 1 I I <<-These columns are Dead + Live Load placed as noted -» Max. M + Max. M- Max. M@Left .Max. M @ Right Shear@Left Shear @ Right Center Defl. Left CantDefl Right Cant Def .... Query Def! @ Maximum 114.97k-ft 18.81 k 19.39k -0.511 in O.OOOin O.OOOin 0.000ft Reaction @Left 18.81 Reaction @ Rt 19.39 Fa calc'd per 1.5-1, K*Ur < Cc (c) 1983-97 ENERCALC DL ...Qn!y_ 2.00 0.40 0.40 -0.010 0.000 0.000 0.000 0.40 0.40 LL .@Center 114.!n .-0.00 18.81 19.39 -0.511 0.000 0,000 O.OQO 18.81 19.39 LL+ST @Center -0.511 0.000 0.000 0.000 18.81 19.39 c:\ 1706\callaway .ecw:Calculations LL @Cants 0.000 Q.000 0.000 0.000 LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k KW-0602910, ver5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE ORIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title : CALLAWAY Job # 1706 Dsgnr: JTC Date: 1 :56PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: 2c. o/"-lo ~~----------------,------~~---------------! Rev: 504~01 Steel Be~m Design Page 2 ~ Description GIRDER-17C j Section Properties W1.6X40 Depth 16.01 0 in Width 6.995 in Web Thick Flange Thickness Area (c) 1983-97 ENERCACC 0.305in 0.505in 11.80 in2 Weight l 40.08 #/ft r-xx 6.626 in I-xx 518.00 in4 r-yy 1.565 in 1-yy 28.90 in4 Rt 3.498 in S-xx 64.710 in3 S-yy 8.263 in3 c:\1706\callaway.ecw:Calculations KW,W~910, ~1997, Wm32 i I I I ...I I I I I I I I I I I .I I I I I I I I I i ~ 'l:, .;. . ~; I ,r I EllCE or 1 EX,ST,St.18 DETAIL I EXST. W24 ~-~s_LIN:!_ ~1=i/ ~D ~ ~ ~ -:.. 0 t "' ts,;! ~·-Q' ,s·-~: IJ'-j_• L4':4"3/alllllC8tUP ·'TO PlA!I'. a. 23'-a· e·-r 'lo -:! I,. :;~ ~. ~ ~ -::,. o .. .. 0 .. ., ., ':,.. CONNECT BAACl!<C TO BOTT, or fR.IMtl.'C (1'1?.) 11 ~, :;_I ~ :-: -··t: I ,;:)I ~~ll~ 1 ~ -:.. 0.2 J--1.--1-_, ----~ EXST. ~12%1/2 D J -= i, §I -----1EX1ST.w12 1--- -4S .. -.-~--L ..,,::_:~] t/~ -1------~ --~ 9'-7 3/4" s_SP~ o 2'-_r.,2·-s· ~-1;° J4'-_o_: llQ!fS: I, T/STL. El. (-??1 U.N.O. 2, T/ EXIST. FRAMING El. (-6 1/41, FRAMING PLAN AT .EL. 17'-0" StA!.E: 1/4"=1'-0" 0 r I I ".;.":"'. I @------I DETAIL --SG-11 A .., ~ ..... ill "' 'l:, .;. I, ;:, 'l:, ...:, ~ N' ~, .• 1 s~ oo --= "'"' :., ~ :., -:.. 'lo -:.. 10'-_Q_· \IJX!R lt-.!l.· :,•-g• ~2'-_J• I ~,· NOTES: zc ... 1-11· I. FOR CENERAI. ,;or.s. SEE owe. ???1?. 2, FOR lYPICAI. FRAMING SECTIONS ANO OETAllS, SEE owe. 1102s. 3. FOR FRAMING ELEVATIONS, SEE owe. 17025. 4. FOR EXISTING FAAl,UNG. SEE 0PR1ME STRUC,URAL ENGINEERS• DRAWINGS. COLUMN SCHEDULE oe:s:c. SIZE: EXTENTS OF COL. c-1 m::? Fi!OI.I PLATF. EL. 17' -o• TO EXIST. PENTHOUSE ROOF FRAMING C-2 FR0"4 PLAT!', EL. 17'-o• TO EL. J.<'-2 1/4° C-3 FR0"4 PLATF. EL. 17°-0· TO EXlST. PENTHOUSE ROOF' FRAl.llNO C-4 FROM PLAT!'; EL. 17'-0" TO eon. OF' EXIST. 48" JOIST GIRDER c-s FR0"4 PLATF, El. 2B'-8" TO EXIST. PENTHOUSE ROOF' FRA"41NG C-6 FR0"4 PLATF, EL. 28'-B" TO EXIST, PENTHOUSE ROOF FRAl.llNG ~, :a_[ C. ·· ( ovfr:n;;AS) RIJUNC (1'1?,) l o&d. +c t":'," ='{ U.(N,-'~ o l4x4"3/11Wal! UP 10 PIATT, EL. 2S' -a• FRAMING PLAN AT EL. 21'-0" ~ ·· SCALE: 1/4"=1'-o• T/STl. EL(-???) ~ . 1) l KEY Pl.AN SCOI.E: NO SC<I.E SCALE: 1"=1'-0" @ l h Li"-.----,-;Lr--r---,--;h I I -h--I t';:" :[ PRELIMINARY ' LOU Is CALLAWAY GOLF BALL COMPANY ~ MANUFACTURING F'ACIUTY PER Ry STRUCTURAL FRAMING PLANS AT EL. 17'-o" &: 21'-o" & ASSOCIATES OES,CN(~ ,,..,,, =, PLOT $CALE, ~ a] 155 SUOKERISE OIWE 0,<~ BY: C<"t: OAAWO.C NUUOER: •or. •INC• EJu •120/93 ,s •oito I 11•·-,·-o· n , 1 1 1 1 , 1 1 • , W~SWOl!TH, OH:0 I I ii PHONE .(J~O~ ~3!-,ses f,t.~MJ.lt, ?:,:: :.,.:!; 17 0·23 , _; ~--F'1\X (JJO) 3J-'-tssa 11cso211 I "/;3.-';! I I, I II. 11 I I I I 1: I I I I I I I· Ii I ~ I ,r I EOCE er ~--9~ 1a--o· IJ'-9" e·-3· r I 1 OST.SUS (.,_,i;_J DETAIL ....._I ccsr. wH ~-:'.'.,'5 _u,.-t) ;a1:a ro l:S1~ .!I :I ~ .. " 'b ~ 'b .:. 'b ~ ~ :,: -¾ ~ 0 ~ "' . ~ COl<NECT 8!\1.0!,C TO BOTT. or FAAIII!<C (l'tP.) 0.2}--'--L- /=;;,.,Jt_ l',-v~·~-k' ,.,...A/°,..:,.- 3 ooo-# @------ DETAIL f I I I I 9'-7 3/4. 'lo ..:. b~ -, ~y ~s 0~ -o ~., ., ~ ~ ~, ~,Nr.1 ~,l ~Ill t~ 0, j I. --4:=. w,J..\--ry .... -iL./.1 0 C-4 ~ (l'tP.) Ci,C-4 ~; t151 -~1----~ ---- NOT••· 1. T/STL. EL (-??1 U.N.O. \ ;.;...,. _r_-6' #o 2. T/ EXIST, FRAMING EL. (-6 1/41, FRAMING PLAN AT EL. 17' -0" SCALE: 1/4"=1'--0" 14"--JI· l:r T,,-;,;/r r,< . 0 Co..! vy ~< loc\J (.i: +· ( E,?tJ/ /J ,'IE ,vf Lo;gosJ /_,../' I I I ) I ()L (f0A I j(}Mthne Zv11 s-F yt.l. ,' cl,z. l. I k. I&)>" r ().• ~ ';<: ,.4 ! td, ~ ' ...... -; G 'b ~ $5 17 A i 'b .:. 'b ~ ~ ;.., lllX£;I ,e·-o· JO~o· 5'-9• 0'}'_-1' I ... ~J .... g~ oO _.., .. ~ I,., C1Cx15.J S1Rn.'GER - I s·-o· 19· _ 2'-9• ~t ;I ... =~ I~ .;. .:. m ~ lo -:._, ~,'lo~'- FRAMING PLAN AT EL. 21 '-0" SCALE: 1;4·.,·--0· T/STL. EL. (-???) I l{~'Ro• £X?A.'<SC!I BOU 51R!NCE'lS TO EX:Sl. S\A3 W/(ll-3/.<'o 1!11.TI IC""' ect.T 'II/ 3 f/2' E\IBED. (l'tP.) • ,J' ~ ~~ -~ v-... \.. , ,...., .;.....,~ . ~....,.....,. ~ '\ :'-- }" ... r:-. :::. ~ ........ ~~ -;_ ··~ '> \~ NOTES: 2C..l(-IZ.. I, FOR CENEAAL !;OTC:S. SEE 0WC. ?????. 2. FOR 'IYPIC-'I. FRAUING SECTIONS ANO OETAllS, SEE DWG. 17025. 3. FOR FRAUtNG E'.EVATtONS. SEE DWC. 17025. 4, FOR £XtST1"C FR,ll.l:sc. SEE •pRII.IE STRUC,UIW. ENGINEERS" ORA'N:NCS. COLUMN SCHEDULE oES:c. StZE: EXTENTS Of' COL. c-1 :????? FROM PlATf. EL 17' -o· TO EXIST. PENTHOUSE ROOF' FRAI.IJNC c-2 FROM PIATT', EL 17'-o• TO EL. 3-4'-2 1/4• c-3 FROM PlATf'. EL 17'-o• TO EXIST, PENTHOUSE ROOF' FRAAllNC C-4 FROI.I PlAlf'. EL 17' -o· TO BOTT, OF EXIST, ~a· JOtST CtROER c-s FROM PlATf'. EL 28' -a· TO EXIST. PENTHOUSE ROOF FRAl.lt)IC C-6 FROM PlATf'. EL 2s· -a· TO EXlST. PENTHOUSE ROOF FRAYING .-.·: 1) -!,....-< KEY PLAN s=;:: NO SCAlE CALLAWAY GOLF BALL COMPANY SCALE: 1·=1·-0· ~ l.l_ =/OOpsf / Evera, JJ~'4, ·-=~c..:::-;.o f.. ;::. r: ue,:) :c PRELIMINARY 1l ~ ., LO u Is l,IANUFACTURING FACILITY PER Ry STRUCTURAL FRAMING PLANS AT EL. 17'-0" tr. 21'-0" [ly & ASSOCIATES OESNS I c,.·" =t: I P1.0T sc,,.t, l~@D~1 -; ____ J ____ L~. -__ I ·l --~ L @ •INC• r,u I •1:,;;3 I AS ~orro I 11,·-1·-o· I! £Ju U c2-11c~v' !. 155 S'-'Oi<tRISE'. CRN! c;..<:) 6"": I :...~!:. 1 0~ ... :,c rr,.:,Na~1: I ·P:r. w..::s-.o:irn. c~:o 1· J i 4 4 2 B I I--=--,---:--,--::-::,-:,-:-:-: 1 7 23 l ;. ?""'~,:: c,~-:) J.34-1535 F':',.!v. .. :. i ~.:· :,..·~ I O ! :•\ r.,.< '(JJ.:; J!~-1ssa 11~$:2·· I , ·:: ·~: ~ -·Lou IS JOB TlTtE t!A£L.A;;?.V PROJECT No. /.2QJ;, · · PERRY ==sv #5-=11.u. .. ~-s/.r/Je & ASSOCIATES cHEcKED g'( c4 II o"TE ..s-· 2 e, • ., s ---. • INC. ~ . SHEEI' NO, 2-OF' -- PLANNERS • ENGIN_EE~S • ARCHITECTS • MANAGEMENT zt! -S -i : = . . = ·; : . = : • : : . . -. . . . -. . . . : . . . . . .... ...1 .... :~.1 .. 44')?.±~~:1 .! ~t)~t;j)/~ I ~cf/9~~.f ....... 1 ....... : ....... 1 ....... ,., ..... 1 ....... 1 .... ,..1 ....... 1 ...... j ....... 1 ...... i ....... 1 ....... ! ....... 1 ...... . [, ~ t : = ~ i ~ ~ ~ . i ~ ~ 1 ~ ~ ~ i ~ ~ ] · ~ ~ ~ ~ _: : ~ i .· I lf'f)! i l · l A J=j io2-"!+ iz?.~~~;J LJsJ j J l/2~26-1 1 ijl · T i· i .. ,.. I · ! . I :-:z.-.r'.'-11· f ·B1~1 I tt~'-r· T ·I I ·I . 11 f ],1,7 :~ /(·f) :::! :i•.••::•LI: .:1 •• ::1 t ~,hl"::l::~rLlr: • .l: ::L:./4·A"l1 ttE~,,i J .:l::•••••l:•:•.:•! I !:••:••: j. j ).J.:r..t),.~i~>-~.t~,.~.fv~J.~J i .. ~sJ.1/~i j ~e,'4,.•_::Y,j j ; : : ; : : : : : : : : : : ! : : : : : : : : : : : : : : . ; ....... , ....... 1 ..... ~~ . .:1.~ .... j~c.~4-~ ... j ... Rf,~-·1··0·····f 4ft.f~r~ ... ~~~ .. , . ..f.1A;.~~..!.(-.. f/4.j .. #.c}q! ... q~.~.~ .. 14'~fi--1--·--·· ..... ) ....... f R..j .. 4:.tr,:~4".~ ... ~tEJ ... ~ .. 1~~1.~--~·r4:1·1:--... ~f.R.[, ... J1~ ..... t:/~(c;..~:{f2. .. j.&.+.:£ .. i ... ~ ... ~ .. {.((.~.,:,l .. i ..... J ..... . l l' l Ff0 t l ~ret,1 l8 l ~~t~l ~ r l '/f 1 i·.e.r~ I Airs f'~:>. I i ! : l I l l : l : ) ; ; : l l : l : ·: l : (/; /41'.; /1./ :~~Wf,f) • ; . : . . 1 ~ ; ; 1 fry ><, ~~.;.-,; / ~v<·)./ ; ;(1e1lz ~ ).:--i L .. le-;J.I h i ; ~ ; ...... .L ..... i ....... L ...... l.: ..... L. ..... ! ...... L ..... "f<;?.t::.~L ..... ,.. N ~ "':" 7. ...... L ..... L ..... .f~~! ....... l ..... ~ .. ~ ... ,.~ ..... r.. .. i ...... L .... ~V. .... l ....... l ....... ' ....... \ ..... .. ; ~ ; ~ ; ·~ i ; 1 ; .~ ; : : f f r ; i ~ i ~ ; ~ f ~ i ; ~ ; I . . . . . . . . . . . V.·--;1-I< . (_j:, 'I/ ·~ . )-. . . . . . . . . •:::r:::·1:::·,···•:1::::•:1:::::1:•::1:••:••r••:r::•1:•:•::•1•:••:1r1:•1;;;::i:.~;:1ctr£J .. ~l.J•:: :1:••••r::::1•:••:••1:::1•:•::•1••1••••••1•••••••1•:•••• 1 · ..... J .. , ... l .... ./ .... l ....... l ... :J°-=i~ .. ld.t.L.J..~ ..... U1.Jv·i ....... i ...... lz:kJ~l .. ~ .. d ... ~l~IJ ..... , ...... ! ...... . I l i l i i i i I ! i i i i · I 1 l I l I : I i I l i I i l ! ! 1 ·r·t· r·:-.. ry··:·······: ·:·····?·r·r·· ·: .... :. c·: .. ·····:·······i·:·······:··:·······:·······; :·····:·······:·······:· .. :······· -.LOUIS PERRY Cl &· ASSOCIATES .,...__... [JLJ • INC• PLANNERS • ENGINEERS ·• ARCHITE:C.TS • MANAGEMENT JOB lTTtE f:..,,, LLA J../ ~1- D~RIPTION fzc CALCULATED BY ____ _ cHECKEO BY rA II SCALE ------- PROJECT No. I "2 ol., DATE------ DATE _s-, 2 B '"1 e, 6 SHEET' NO. __ OF -- zc. :;---2 -I I I I I I 1·~ I I I I I I I I I I I I Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 zc .. s·-3 I Rev: 5040Q1 I Steer Column Page 1 ~ Description ~l.ATFORM COLUMN (C~1) [General Information Steel Section W8X24 Column Height 26.500 ft End Fixity Pin-Pin Live & Short Term Loads Combined I Loads Axial Load ... Dead Load Live Load Short Term Load k 55.10 k 6.40 k Fy Duration Factor 36.00 ksi 1.330 X-X Unbraced Y-Y Unbraced 11.500 ft 11.500 ft Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments X-X Sidesway : Y-Y Sidesway : Kxx Kyy in in Restrained Restrained 1.000 1.000 Section : W8X24, Height = 26.50ft, Axial Loads: DL = Unbraced Lengths: X-X = 11.50ft, Y-Y = 11.50ft Column Design OK 0.00, LL = 55.10, ST= 6.40k, Ecc. = 0.000in Combined Stress Ratios Dead Live 0.5297 0.3603 DL+ LL 0.5297 0.3603 DL + ST+ (LL if Chosen) 0.4445 AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 XX Axis: Fa calc'd per 1.5-1, K~ur < Cc YY Axis : Fa calc'd per 1.5-1, K"L/r < Cc I Stresses I Allowable & Actual Stresses Fa: Allowable fa: Actual Fb:xx: Allow [F1-6] Fb:xx: Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8] fb : yy Actual ; Analysis Values F'ex : DL +LL 91,704 psi F'ey: DL+LL 20,268 psi F'ex: DL+LL+ST 121,967 psi F'ey : DL +LL +ST 26,956 psi Dead 14.69 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi 27.oo ksi 27.00 ksi 0.00 ksi . Live 14.69 ksi 7.78 ksi 21.60 ksi 21.60 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cl'n:x DL+LL+ST 0.60 Cm:y DL+LL+ST 0.60 0.3024 DL+ LL DL + Short 14.69 ksi 19.54 ksi 7.78 ksi 8.69 ksi 21.60 ksi 28.73 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL Gb:y DL+LL Cb:x DL +LL +ST Cb:y DL+LL+ST 1.75 1.75 1.75 1.75 Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection O.OOOin at 0.000 ft : Section Properties W8X24 l -. -- Depth 7.93 m · Width 6.495 in Web Thie 0.245 in Flange Thickness 0.400 in Weight Area Rt . 24.05#/ft 7.08 in2 1.760 in I-xx 1-yy S-xx S-yy r-xx r-yy 82.80in4 18.30in4 20.883in3 5.635in3 3.420in 1.608in I II I lcfT983-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Wm32 -I I I I I I I I- I I I I I I I I I I I LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: I Rev; 504001 Steel Column Page 1 ~ Description F_>LATFORr,JI COLUMN (C-2) [Genera_l Information Steel Section WBX24 Fy Duration Factor 36.00 ksi 1.330 X-X Sidesway : Restrained Y-Y Sidesway : Sway Allowed Column Height 17.250 ft End Fixity Pin-Pin Live & Short Term Loads Combined ! Loads Axial Load ... Dead Load Live Load Short Term Load ~ 22.00 k 9.25 k X-X Unbraced Y-Y Unbraced 11.500 ft 11.500 ft Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments Kxx Kyy in in 1.000 2.000 Section: W8X24, Height= 17.25ft, Axial Loads: DL = Unbraced Lengths: X-X= 11.50ft, Y-Y= 11.50ft Column Design OK 0:Q0, LL = 22.00, ST= 9.25k, Ecc. = 0.000in Combined Stress Ratios Dead . AISC Formula H1 -1 AISC Formula H1 -2 .AISC-Formula H1 -3 Live. 0.6133 0.1439 DL+ LL 0.6133 0.1439 DL + ST + (LL if Chosen) 0.6550 0.1536 XX Axis : Fa calc'd per 1.5-2, K*L/r > Cc YY Axis : Fa calc'd per 1.5-2, K*Ur > Cc ! Stresses Allowable & Actual Stresses Fa: Allowable fa: Actual Fb:xx: Alfow [F1-6] Fb:xx : Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy : Allow [F1-6] Fb:yy: Allow [F1-7] ~ [F1-8] fb , yy Actual I Analysis Values F'ex' DL+LL F'ey: DL+LL F'ex : DL +LL+ST F'ey : DJ_ +LL +ST Dead 5.07 ksi 0.00 ksi. 21.60 ksi 21.60 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi Live 5.07 ksi 3:11 ksi 21.60 ksi 21.60 ~Si 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi Cm:x Dl+LL 0.60 Cm:y DL+LL 0.85 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.85 DL+ LL DL + Short 5.07 ksi 6.74 ksi· 3.11 ksi 4.41 ksi 21.60 ksi 28.73 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL Cb:y DL+LL Cb:x DL +LL +ST Cb:y DL +LL +ST 1.75 1.75 1.75 1.75 91,704 psi 5,067 psi · 121,967 psi 6,739 psi O.OOOin at Max X-X Axis Deflection 0.000 ft Max Y-Y Axis Deflection O.OOOin at 0.000 ft [Section Properties W8X24 bepth Width Web Thie Flc;1nge Thickness 7.93 in 6.495 in 0.245 in 0.400 in Weight Area Rt 24.05#/ft 7.08 in2 1.760 in I-xx 1-yy S-xx S-yy 82.80in4 18.30in4 20.883in3 5.635in3 r-xx 3.420 in r-yy 1.608 in II (c) 1983=9TENEKCALC c:\ 1706\callaway.ecw:Calculations KW-0002·91(;,Vei'o.0.4, 10-Dec-1997, Wm32 -I I I I I I 1. I I I I I I I I I I I I Title: CALLAWAY Job# 1706 • Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE ·DRIVE WADSWORTH,. OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: ze .. s--s- I J Rev: 504001 I Steel Column Page 1 ~ Description ~L.f.TFORM COLUMN (C-3) ! General Information l · Steel Section W8X24 Column Height 26.500 ft End Fixity Pin-Pin Live & Short Term Loads Combinf;!d I Loads.· · Axial Load .... Dead Load Live Lo.ad Short Term Load k 49.70 k 3.00 k Fy Duration Factor 36.00 ksi 1.330 X-X Sidesway : Y-Y Sidesway : X-X Unbraced 11.500 ft Kxx Y-Y Unbraced 15.000 ft Kyy Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments in in Restrained Restrained 1.000 1.000 Section : W8X24, Height = 26.50ft, Axial Loads: DL = Unbraced Lengths: X-X= 11.50ft, Y-Y= 11.50ft Column Design OK 0.00, .LL= 49.70, ST= 3.00k, Ecc. = 0.O0Oin Combined Stress Ratios Dead Live 0:6154 0.3250 DL+ LL 0.6154 0.3250 DL + ST+ (LL if Chosen) 0.4907 AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 XX Axis: Fa calc'q per 1.5-1, K"L/r < Cc YY 'Axis : Fa calc'd per 1.5-1, K"L/r < Cc ! Stresses I Allowable & Actual StreSSf;!S Fa: Allowable fa: Acb,1~1 Fb:xx: Allow [F1-6] Fb:xx: Allow [F1-7] & [F1-8] fb : xx Actual Fblyy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8] fb : yy Actual i Analysis Values F'ex: DL+LL F'ey: DL+LL F'ex: DL+LL+ST .F'ey : DL+LL +ST 91,704 psi 11,913 psi 121,967 psi 15,844 psi Dead 11.41 ksi 0.00 ksi 21.60 ksi 21.60 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi Live 11.41 ksi 7.02,ksi 21.60 ksi 21.60 ksi O.OQ ksi 27.00 k~i 27.00 ksi 0.00 ksi Cm:x DL+Ll 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Ctn:y DL +LL +ST 0.60 0.2591 DL+LL DL + Short 11.41 ksi 15.17 ksi . 7.02 ksi 7.44 ksi 21.60 ksi 28.73 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL Cb:y DL+LL Cb:x DL +LL +ST Cb:y DL +LL +ST 1.75 1.75 1.75 1.75 Max X-X Axis Deflection O.OOOin at 0.000 ft Max Y-Y Axis Deflection O.OOOin at 0.000 ft : Section Properties W8X24 bepth Width WebThic Flange Thickness 7.931n 6.495 in 0.245in 0.400 in Weight Area Rt 24.05#/ft 7.08 in2 1.760 in I-xx 1-yy S-xx S-yy 82.80in4 18.30in4 20.883in3 5.635in3 r-xx 3.420 in r-yy 1.608 in I !I I lcf1983-97 ENERCACC c:\ 1706\callaway:ecw:Calculations KW-0602910, Ver 5.0.4, 10-Dec-1997, Win32 -I I I I I I I I I I I I I I I I Title: CAL,LAWAY Job# 1706 Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX.NO: (330) 334-1658 2.c.s-c. I Rev: 504001 Steel Column Page 1 n ,, Description f?LATFORM COLUMN (G-4) I General lnformat,on Steel Section W8X18 Fy X-X Sidesway : Duration Factor 36.00 ksi 1.330 Y-Y Sidesway : Restrained Restrained Column Height 12.300 ft End Fixity Pin-Pin X-X Unbraced 11.500 ft Kxx 1.000 1.000 Live & Short Term Loads Combined Y-Y Unbraced 11.500 ft Kyy I Loads Axial Load ... Dead Load Live Load Short Term Load k- 24.70 k k Section: W8X18, Height= 12.30ft, Axial Loads: DL = Unbraced Lengths: X-X= 11.50ft, Y-Y= 1-1.50ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula Ht-2 AISC Formula H1 -3 XX Axis : Fa calc'd p·er 1.5-1, K"L/r < Cc YY Axis : Fa calc'd per 1.5-1, K*L/r < Cc I Stresses · Allowable & Actual Stresses Dead Fa : Allowable 11.39 ksi fa : Actual · 0.00 ksi Fb:xx: Allow [F1-6] Fb:xx: Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8] fb : yy Actual 1~.51 ksi 21.60 ksi 0.00 ksi 27.00 ksi 27.00ksi 0.00 ksi Ecc. for x~x Axis Moments Ecc. forY-Y Axis Moments in in Column Design OK 0.00, LL= 24.70, ST::: 0.00k, Ecc. = 0.000in Live 0.4124 0.2174 Live 11.39 ksi 4.70 ksi 18.51 ~Si 21.60 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi DL+ LL . 0.4124 0.2174 DL + ST + (LL if Chosen) 0.3101 0.1635 DL+ LL DL + Short 11.39 ksi 15.14 ksi 4.70 ksi 4.70 ksi 18.51 ksi 24.62 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi I Analysis Values F'ex: DL+LL F'ey: DL+LL F'ex: DL+LL+ST F'ey: DL+LL+ST Cm:x DL +LL 0.60 Cb:x DL +LL Cm:y .DL+LL 0.60 Cb:y DL+LL Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 1.75 1.75 1.75 92,278 psi 11,881 psi 122,730 psi 15,802 psi O.OOOin at Max X-X Axis Deflection 0.000 ft I Max Y-Y Axis Deflection O.OOOin at 0.000 ft . Section. Properties Wax 8 I Depth Width Web Thie Flange Thickness 8.14m 5.250 in o.230 in 0.330 in · Weight Area Rt 17.87#/ft 5.26 in2 1.390in I-xx 61.90in4 1-yy 7.97in4 S-xx 15.209in3 S-yy 3.036in3 r-xx 3.430in r-yy 1.231 in II I c:\ 1706\callaway .ecw:Calculations KW-0602910, Ver 5.o.4, 10-Dec-1997, Wm32 - I I I I I I I I I I I I I I I LOUIS PERRY & ASSOCIATES Title,: CALLAWAY Job # 1706 Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Desgription : STRUCTURAL DESIGN "MIX~R MEZZANINE PLATFORMS" . 165 SMOKJ=RISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Scope: ZC . .5-7 i Rev: 504001 ! Steel Column ·Page 1 n ,I Descripti9n ~LfffFORM COLUMN (C-5) i General Information ' Steel Section WSX24 Column Height 15.000 ft End Fixity Pin-Pin Live & Short Term Loads Combined Fy Duration Factor X-X Unbraced Y-Y Unbraced 36,00 ksi 1.330 X-X Sidesway : Y-Y Sidesway: 7.500 ft Kxx 15.000 ft Kyy Restrained Restrained 1.000 1.000 i Loads I I Axial Load ... Dead Load Live Load Short Term Load .Pointlateral toads ... .k 8.90 k 1.20 k Along Y-Y (strong axis moments) Along X-X ( y moments ) · Section: W8X24, Height= 15.00ft, Axial Loads: DL = Unbraced Lengths: X-X = 7.50ft, Y-Y = 7;50ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 ~ 3 XX Axis : Fa calc'd per 1.5-1. K*L/r < Cc YY Axis : Fa calc'd per 1.5-2. K*L/r > Cc I Stresses_ . . . Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx: Allow [F1-6] Fp:xx: Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8] fb : yy Actual I Analysis Valu_es· Dead 11.41 ksi O.OOksi 21.60 ksi 21.60 ksi 0.00 ksi 27.00 ksi 27.00 ksi 0.00 ksi Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments k 1.500 k in in Height ft 7.500 ft Column Design OK a.do, l:.L = 8.90, ST = 1.20k, Ecc. = 0.000in DL+LL DL + ST + {LL if Chosen) 0.1102 0.1102 0.4276 Live DL+ LL DL + Short 11.41 ksi 11.41 ksi 15.17 ksi 1.26 ksi 1.26 ksi 1.43 ksi 21.60 ksi 21.60 ksi 28.73 ksi 21.60 ksi 21.60 ksi 28.73 ksi 0.00 ksi 0.00 ksi 0.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi 27.00 ksi 27.00 ksi 35.91 ksi 0.00 ksi 0.00 ksi 11.98 ksi F'ex: DL+LL F'ey: DL+LL F'ex: DL+LL+ST F'ey : Dl,.+LL +ST 215,607 psi 11,913 psi 286,758 psi 15,844 psi O.OOOin at Cm:x OL +LL . 0.60 Cb:x DL +LL 1.75 Max X-X Axis Deflection 1section Properties W8X24 bepth Width WeJ:>Thic Flange Thickness 7.93m 6.495 in 0.245 in 0.400 in Cm:y DL +LL 0.60 Cb:y DL +LL 1.75 Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.75 Cm:y DL +LL +ST 1.00 Cb:y DL +LL +ST 1.00 o.ooo·ft Max Y-Y Axis Deflection -0.343 in at 7.500 ft I-xx 82.80in4 1-yy 18.30in4 W~ight Area Rt 24.05 #/ft 7;08in2 1.760 in S-xx 20.883in3 S-yy 5.635in3 r-xx 3.420in r-yy 1.608in I I I {CJ1983-97 ENERCALC c:\ 1706\callaway .ecw:Calculations KW-06029'1'0, Ver 5.0.4, 10-Dec-1997, Win32 -I I I I I I I I· I I I I I I I I I I I Title: CALL.AWAY Job# 1706 Dsgnr: JTC Date: 3:33PM, 27 MAY 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PL.A TFORMS" LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (33'0) 334-1658 Scope: 2e.s:..B I Rev: 504~01 Steel Column ·Page 1 n Description l?L,A TFbR~ COLUMN (C-6} I General Information i . . Steel Section W8X24 Column Height 15.000 ft End Fixity Pin-Pin LivEl & Short Term Loads Combined · Loa s Axial Load .•• Dead Load Live Load . Short Term Load Point lateral toads ••. k 13.20 k k Along Y-Y (strong axis moments) Along X-X ( y moments ) Fy X-X Sidesway : Duration Factor 36.00 ksi 1.330 Y-Y Sidesway: Restrained Restrained X-X Unbraced Y-Y Unbraced 15.000 ft 15.000 ft Kxx Kyy Ecc. for X-X Axis Moments Ecc. for Y-Y Axi~ Moments ST 1.500 k 1.500 k in in Height 7.500 ft 7.500 ft 1.000 1.000 Section: W~X24; Height= :15.00ft, Axiai Loads: DL = Unbraced Lengths: X-X = 15.00ft, Y-Y = 15.00ft Column Design OK 0.00, LL= 13.20, ST= O.00k, Ecc. = 0.00Oin Combined Stress Ratios Dead Live 0.1635 0.0863 DL+ LL 0.1635 0:0863 DL + ST+ (LL if Chosen) AISC Formula H1 -1 AISC Formula H1 -2 AISG Forrnula H1 -3 XX Axis : Fa cc1lc'd per 1.5-1, K*L/r < Cc YY Axis : Fa calc'd per 1.5-1. K*L/r < Cc ,stresses· . . I Allowable & Actual Stres$es Fa: Allowable fa: Actual Fb:xx .: Allow [F1-6] Fb:xx: Allqw [F1-7] & [F1-8] fl;> :xx Actual Fb:yy: Allow [F1-6] Fb:yy: .Allow (F1-7] &_ [F1-8] fb : yy Actual I Anal¥sis Values F'ex : DL +LL 53,902 psi F'ey: DL+LL 11,913 psi F'ex : DL+LL +ST 71,689 psi F'ey: DL+LL+ST 15,844 psi ., p Dead 11.41 ksi 0.00 ksi · 21.60 ksi 21.60 ksi 0.00 ksi 27.00 ksi. 27.00 ksi 0.00 ksi Live 11:41 ksi 1.86'ksi 41.60 ksi 21.60 ksi 0.00 ksi 27:00 ksi 27.00 ksi 0.00 ksi 0.5690 DL+LL DL + Short 11.41 ksi 15.17 ksi 1.86 ksi 1.86 ksi 21.60 ksi 28.73 ksi 21.60 ksi 28.73 ksi 0.00 ksi 3.23 ksi 27.00 ksi 35.91 ksi 27.00 ksi 3~.91 ksi 0.00 ksi 11.98 ksi Cm:x D_L+LL 0.60 Cb:x DL+LL 1.75 1.75 1.00 1.00 Cm:y DL +LL 0.60 Cb:y DL +LL Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST Cm:y DL+LL+ST 1.00 Cb:y DL+LL+ST Max X-X Axis Deflection -0.076 in at 7 .500 ft Max Y-Y Axis Deflection -0.343 in at 7.500 ft f'"'Sect1on Prope~1es W8X24 · · Depth 7.93 m Width 6.495 in Web Thie 0.245 in Flange Thickness 0.400 in Weight Area Rt 24.05#/ft 7.08in2 1.160 in I-xx 82.80in4 1-yy 18.30in4 S-xx 20.883in3 S-yy 5.635in3 r-xx 3.420in r-yy 1.608in ., II I c:\1706\callaway .ecw:Calculations KW-0502910, Ver 5.0.4, 10-Dec-1997, Win32 -1--. _ · -L, 0 U I S JOB TI:11-E &L4TY...ti. PROJECT No. ~ __ PERRY DESCRJPTtoN ./JLtrf. E¼-!k-sr::< . @· ·------CALCULATED BY · <i_f-<> DATE a ,S" /7 / 7 8 ',I , &:' ASSOCIATES CHECKED BY n1 h7 DATE s, 2 B ''fl 8 . • INC. SCALE ------------SHEET NO. _/_ OF _/ - . PLANNERS • ~NG/NEER$ • ARCHITECTS • MANAGEMENT 2 C . C, ~-I I I I I - . ' Zt.t,-L ONE WAY SLABS D!STl<./BU.T/ON OF . CONCENTRATED LOADS ColicENTRA rep L oAD WHERE THE TOT~L SLAB. WIPTH IS G~li'ATE'I?. THAN TWICli' TH/i' SPAN, THE FFFFCTIVE WIDTH MAY BE ASSIIMEP FR()M FOR-Ml/LA; ·E =.1x-1-s '.1 X : /)jsTANdE TO Nli'ARE.ST BEAM, M1N. £ ro BF 2.5s FJGUR.£ l .... V· - . ~ --i.,.;:", --I-"". ,,-- Cot.. IJNIFO;:M.. LOA'DING PARALLEL /0 /Yi . -REINFORCING. EXA-MRL"F.: /OTA!. WIPTH 1 /8'-0'! SPA · TOTAL WIPTH 18 . ·R A_7JIO: SPAN , = /0 ,. 1.8 ~El? IN Fie . .3 J:IHOJHG RATio- ' -= ;::;:;. .£..: ;;;5 E • ~ 5 ' S • :.J .J , /0 • .;.,, · = . ---- FIGURE Z Sol.10 .i./NE FOR CONCEN J..OAOS ~v ...-:---OorTli'D LINE FOR UNI. L.OAOS loo" ./ ~ V ~.,,. /4 ,.,,.. I / .2 .+ / , . . ' ·" . ·" /.0 1.2 1.4 /.o RATIO = TOTAL WIOT# SPAN 1.8 2.0 /HFl.l/ENCE OF TOTAL WIIJTH ON EFFECTIVE WIDTH OF REINFORCEP CO/lCIUT SJ.~Ss 7 (W1iE1Ur° · TOTAL WIDTH IS LES.S THAIV TWICE ,HE. SPAN.} R.ESVJ.T OF° FORMl/LA E"j X + S .SHALL 81= USE"/) WHENEV£R THIS IS SMALLER THAN THA'r' OSTA.!NEO Fl?OM THE ABOV£' FIGURE'. FIGURE .3 [.OE,s-1a~ Oil!Ecr1vE's --C0Ns.t'1<vcr10N ·pN1s10N 0. Q.M.G. WAR. DEPAllTME"l!T. /94!] THE AUSTIN COMPANY EN . lNEERS &-DESIGNERS DATE 9 -II-4 REV. ' ENGINl:ERING STANDARDS SHEI ONE WAY SLABS DISTRIBUTION OF S5· CONCENTRATED LOADS '- I I I I I I I I I I ·I .I I I I I I I I d .5 i ., ., C ·00 C Ul "E "' ! 9 ... ., ::S STRUCTURE DATA TYPE= SPACE NJ = NM= NE = NS= NRJ: NL = XMAX= YMAX= ZMAX= 61i'Jli'J li'J 551 li'J li'J li'J 2 8. li'J • li'J 1 8. li'J £l_ s J:Gli'Jli'J.,E::SSL I I ,J (:;"!:, 1 2 3 4 5 6 7 8 9 10 11 31 !32 133. 134 bs b6 '31 138 b~ 140. 141 6~2 .163_____164 165 166 167 l!e.8 169 170 171 91 IJ32 193 194 19_;; 196 197 198 199 11 00 1101 q.1,22 1123 112_4_ l!...25 1126 1,21 ,,~.8 1129 11;;1.0_ 113.1 1s1,s2 lq;iJ1s4 liss j1s6 l1s1 l1s9 l1s9 li60 !161 l !JU1.e_2_ 11s3 J1~[!_9_s __ l!.86 __ l181 11s9 11.fill. !1J3_0_ 1,;u 21 L2.J 2 121 3 121 4 12.1 s 121 6 1211 121 e, 1£rn 12_20. 122-1 241£.42 1243 .1244 1245 1246 1247 12.Afl 1;2_;19 1250 1251 211212 1213 1214 lvs l'V6 1:u1 121.e 1219 IL8_0 12Ju 301~2 !;;103 13£!14 _J305. 13£!16 1307 l30jl 1309 1311!1_ l:U..1 U.1332 1333 1334 __ !335 L3;:L6 1337 l33J3 1339 1~4.0 13_4.1 361:362 !;;163 l364 .. [365 . .136_6_ 1367 l36jl 1369 1370 137_1 3.9139'L__l3~3_[394_ [39S---1ll.LJ397 [39_8 -~9_9 140.0 140_1 12 1 3 1 4 42 143 144 1 5 16 45 146 72 173 174 75 1?6 102_ ,,u ,, 04 1_05 11~s 13Ll13.3 1134 ~1136 162 116-3 l16_;1 165 l!.66 u 47 77 78 ll 48 ]El '--1--107 108 1:3_7 1138 1 67 11 68 19 20 21 22 ~9 k0 is, ls2 19 l!!_0 18 1 16 2 1_1ljl __ l1J0 1111 1112 139 l140 1141 1142 169 1170 -1171 1172 ll .5_3 83 1 1.3 1 4~ 1 73 ~« 24 25 26 27 28 5_4.. lss ls6 b ls9 84 IS~ 186 187 Jes. 114 l115 l!.!.6 l117 IJ.tB 144 1145 1~6 1147 l14jl 174 IUS lt76 l1 77 11 78 29 30 ;:;:)60 .!!.2.]90 11 Sl 20 ~50 1 75180 -, 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 · 207 208 20 10 222 223 224 225 226 227 228 229 230 231 232 233 23'4 235. 236 237 238 23 40 252 253 254 255 256 257 258 259 2 0 261 262 263 264 265 266 267 268 26 70 282 283 284 285 286 287 288 2B9 290 2,91 292 293 294 295\ 296 297 298 29 00 li2 -l313 lfil.A__l31 S_ 131 6 l317 l3.L8 l;;i 19 1~20 1321 342 [3_43 l344. 1345 IMS 1347 1MB . .1349 l3S_0__1:,_s, 31;2 !3_73 l374_J:ns l31s h11 l37e 1~1_9 __ 1380 1381 322 1323 1324 1325: 1326 1327 1328 l32ja30 352 1353 1354 1355 1356_ 1357 135B 135f360 382 1383 1384 1385: 1386 1387 138B l3ejas0 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 41 20 MN/ELEM 4.:Z.1422 1423 4~ 42_5 4;26 A27 1428 A2_9 4.30 ~_lft2 A:3_3 4.3_;1 435 4..36 437 A3_8 .439 __ '1440 441 ...d4._4_2 443 444 445. ,~ 447 ~50 451452 1453 l454 __ J~5_5~56 1457 1458 1459 1~60 1461 48 l4!!_2_l48L_l484 l485 .. .JAB6 l4J37 l48jl l4!!Jl f490 1491 s 1 tfil.L..Js 1 3_!,; 1 4 IS ~.Ji-_ 151 7 IS 1 e IS 1 JL IS <JI IS..l.! s 4 l!H.2 _J,;_4_3 I,; 4 4 IS 4 S___li,4 6, IS 4 7 IS 4 e IS 4 J3 , IS s 0 IS_!i! 57 lil.2 'sn. _;;74 J;75 576_ 1577 578 57J3 5_80 1581 5 T A A D p D s T -p L 0 T <REV: TITLE: FRAME * CALLAWAY MIXER MAT FND. 5/3 Jo1rJ1 ,Ju ml!, c/l. 5 448 462 · 463 '164 465 466 467 468 469 470 471 472 473 474 475• 476 477 47B 47 B0 492 493 494 495, 496 49,7 498 499 500 501 502 503 504 505 506 507 50B 50 10 · s21 IJ;..2_3_ l~s_2s_ ls2s ls2C1ry 1s29 1s30 1s31 55;2 lfil;~_ IS~SS_LI_S__S_6 .ISSL_J558 \Si9__l5Ji_0__l56_1 5!12 S.83 584 5_85 SJl.Ji 587 see 589 _;;9.0 591 5 T A A D p 0 s T p L 0 532 1533 1534 1535_ 1536 1537 153B 153~40 ss·2 1ss3 ,j564 1sss, 1si;s 1ss1 _jsse jssjs10 j;jl_?. SJ3.3 _ _J594 59~ ~6 T <REV: 22.}lo) l'i.97 598 5911,00 UNIT DATE: MAY TITLE: FRAME * CALLAWAY MIXER MAT FND. 52i ~JS FEE KIP 1 6, 199 8 3A -I~ I "3A-l1i I I " I ., I ,; .s ii ., ., C I ! . ~ "' ., "' ~ MN/ELEM " " . ~ e . " n n . " " • e • e .. " n. .,~ .,, .,., .,, ., ->C .,~ .,. "" " ,. .. ~. 1 1 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 1 I 12 12 12 12 12 12 12 12 12 1 29 - 2 1 20 20 20 20 20 20 20 20 21 21 21 21 21 21 21 21 21 21 22 22 22 22 22 22' 22 22 22 2Z9 --I ., ~ I 9 ... ., "' ::, 3 !I 30 30 301 30 30 30 30 30 31 31 31 31 31 31 31 31 31 31 32 32 ,l2 32 32 32 32 32, 32 , 3~9 . STRUCTURE DATA :: -4 I I 40 40 40 A0 40 40 40 40 41 41 41 41 ~1 41 41 41 Al 41 42 42 -42 42 42 42 42 A2 42 4~9 I I TYPE = SPACE .. 5~-1 50 .. ; NJ = 600 50 50 50 50 50 50 50 51 51 51 51 51 51' 51 51 51 51 52 52 52 5'2 52 52 52, 52 52 529 - 6~1 60. I NM = fl) • • • ,, • -60 60 60' 6111 60 60 60 61 61 61 61 61 61 61 61 61 61 62 62 62 62 62 62 62: 62 62 629 ' NE = 551 - 7~1 NS = fl) -70 70 70 70 70 70 70 70 71 71 71 71 71 71 71 71 71 71 72 72 72 72 72 72 72 72 72 7~9 .. --' NRJ: fl) NL = fl) .-B 11 80 80 80 80 80 80 80 80 81 81 81 81 81 81 81 81 81 81 82 82 82 82 ,82 82 92: 82 82 829 I XMAX: 2 8. f/J . 9 ~1 90 90 90 90 90 90 901 90 91 91 91 91 91 91 • 91 91 91 91 92 92 92 92 92 92 92 92 92 929 YMAX: • fl) - 10i7 ·, ZMAX= 1 8. f/J 1 a:z:11_,0 2 10 3 1 0 4 10 5 10 6 10 8 1-0 9 10 0 10 1 10 2 10 3 10 4 10 5 1!1) 6 10 7 10 B 10 9 1·0 0 10 1 10 2 10 3 1.0 ,4 10 5 10 6 10 7 10 B1 ~29 --I ·, • . . • • ~ 1 0111 2 11 3 11 A 11 D5' 11 6 11 7 11 8 11 9 11 0 11 I 11 2 11 3 11 4 11 s 11 6 11 7 11 8 11 ~ 0 11 I 11 2 11 3 11 4 11 5 11: 6. 11 7 11 81 i 29 .. -· 120112 2 1 2 3 12 4 12 5 12 6 12 7 12 8 12 D9 12 0 12 I I 2 2 12 3 12 4 12 s 12 6 12 7 12· 8 12 9 12 0 12 1 12 2 12 3 12 4 12 5 12 6 12 7 12 Bl 229 I --i I pilll 13 2 1 3 3 13 4 13 s 13 6 13 7 13 8 13 9 13 0 13 I 1 3 2 13 3 13 4 13 5 13 6 13 7 13 8 13 9 13 0 13 1 13 2 13 3 I 3 4 13 5 13 6 13 7 13 81 ~29 I . 1 ~0114 2 1 4 3 1 4 4 14 5 1 4 6 14 7 14 8 1 4 9 14 0 1 4 1 1 4 2 14 3 14 4 1 4 s 14 6 14 7 1 4 8 14 9 1 4 0 14 1 1 4 2 14 3 1 4 4 14 5 1 4 6 I 4 7 14 81 ~29 .. . 1 50115 2 15 3 15 4 15 5 I SI 6 15 7 15 8 15 9 15 0 15 1 1 5 2 15 3 15 4 1 5 5 15 6 15 7 I 5 8 15 9 15 0 1 5 1 1 5 2 15 3 1 S ,4 1 5 5 15 6 15 7 IS 81 529 -·1 ' 1 0116 2 16 3 16 4 16 5 16 6 16 7 16 8 16 9 16 0 16 1 16 2 16 3 16 4 16 5 1 6 6 16 7 16 8 16 9 1 6 0 16 1 1 6 2 I 6 3 16 4 1 6 5 1~ 6 16 7 16 81 629 -1 011 7 2 1 7 3 1 7 4 I 7 s 1 7 D6 I 7 7 1 7 8 I 7 9 I 7 0 I 7 I 17 2 17 3 17 4 1 7 s I 7 6 1 7 7 17 8 17 9 17 0 17 1 I 7 2 17 3 17 4 1 7 5 1 7 6 I 7 7 17 81 ~29 I .. • Ln j.;; I n " n " ,e n r '" "'? 41."1 .n • .., ,c r") nl t C • n ·., " " n " e t'! ~ 41."1 . t'I 0 .... n n •n n n ,., l."I '-.., • C A • 0 '" ;., , .... " '" . " "' 29 J=6f/Jl2l,E=551. UNIT FEE KIP s T A A D p D s T -p L 0 T (REV: 22 s T A A D p D s T -p L D T ( R E V : 2 2 • 3 0 ) DATE: MAY , 6. 1998 I TITLE: FRAME *' CALLAWAY MIXER MAT FND. TITLE: FRAME * CALLAWAY MIXER MAT FNO. ti/£ Jn/3£ fl bLcP?{~JfS I I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. ************************************************** * * * s T A A D -I I I * * Rev.is ion 22.~a * * Proprietary Pro.gr a of * * Research Engineers, .Inc. * * Date= MAY 2 8, 1998 * * Ti e·== 14:19:18 * * * * USER ID: Research EngineeTs, Inc. * *******************N****************************** 1. STAAD SPACE FRAME* CALLAWAY MIXER MAT FND. 2. • 3. *FILENAME=> "C:\1706\MIX-MAT.STD" 4. • S. UNIT KIP FEET 6. • 7. ~OINT COORDINAT~S 8. 1 0 0 0 ; 2 0.5 0 0 29 27.S 0 0 30 28. 0 0 9. REPEAT ALI:,. 19 0. 0 .. S 0. 0. 1. 48*0 o: 0 .. S 1 0 . * 11. ELEMENT-INCIDENCES 12. I I 2 32 31 TO 29 13. REPEAT ALL 18 100 30 I 4 . * 1 S • UN IT I NCH I 6. * 17. ELEMENT PROPERTIES 1 8 . I TO 2 9 1 01 TO I 2 9 TH 3 0 19. 201 TO 229 301 TO 329 401 TO 429 SOI TO 529 601 TO 629 - PAGE NO. 2-0. 701 TO 729 801 TO 829 901 TO 92~ 1001 TO 1029 1101 TO 1129 - 2 1 . 1 2 0 1 TO 12 2 9 I 3 0 1 TO 1 3 2 9 1 4 0 I TO I 4 2 9 I SO I TO I S 2 9 - 22. 1601 TO 1629 1701 TO 1729 1801 TQ 1829 TH 30 2 3. * 24. (::ONSTANTS 25. E 3122. ALL 26. DEN CONC ALL 2 7. * 2 8. UNIT KIP INCH 2 9. * 30. •• (SUBGRADE MODULUS K=lS0 PCI) 31. SUPPORTS 32. 93 TO 118 123 TO 148 153 TO 178 183 TO 208 213 TO 238 243 TO 268 - 33. 273 TO 298 303 TO 328 333 TO 358 363 TO 388 393 TO 418 - 34. ·423 TO 448 453 TO 478 483 TO 508 FIXEP BUT MX MZ KFY 21.6 35. 92 119 122 149 152 179 182 209 212 239 242 269 272 299 302 329 - 36. 332 359 362 389 392 419 422 449 452 47~ 482 - 37. 509 FIXED ~UT MX MZ KFY 16.2 38. ~j TO 88 513 TO 538 FIXED BUT MX MZ KfY 10.8 39. 91 120 121 150'151 180 181 210 211 240 241 270 271 - 40. 300 301 330 331 360 361 390 391 420 421 450 451 480 481 - 41. 510 FJXED BUT MX MZ KFY S.4 3A-lc r/o1£ ,,...J \ 3!!,-"L J I I I I I I I I I I I I I I I I I I I FRAME* CALLAWAY MIXER MAT FND. * 42. 62 8~ 5l2 539 FIXED BUT MX MZ ~FY 8.1 43. 61 90 511 54-0 FIXED ijUT MX MZ KFY 2.7 44. •· 45. UNIT KIP FEET 46. * 4 7. * 48. LOADING 1 (DL) 49. ELEMENT LOAD 50. 102 103 202 203 PRESSURE GY -3.82· .51. 116 117 216 217 PRESSURE GY -8.49 5 2 . 1 2 7 l 2 8 2 2 7 2 2 8 PRES SURE GY -2 . '8 1 5 3 . 1 6 0 2 l 6 0 3 l 7 0 2 l 7 0 3 PR · GY -3 . 7 5 54. 1616 1617 1716 1717 PR GY -9.15 55. 1627 1628 1,27 1728 PR GY -3.61 5 6. * 57. JOINT LOADS 5 8 . 6 3 FZ -1 . 0 9 5 9 . 6 3 MX -4 . 0 8 6 0 . 7 7 FX -1 . 4 l 61. 77 FZ -1.26 6 2 . 7 7 MX -4 . 7 6 63. 88 FX I.SO 64. 88 FZ -1.04 65. 88 MX -3.91 66. 513 FZ t.09 6 7 . 5 l 3 MX 4 . 0 7 6 8 . 5 2 7 FX -1 . 5 9 69. 527 FZ 1.23 7 0 . 5 2 7 MX 4 . 5 8 7 I . 5 3 8 FX I . 7 4 72. 538 FZ 1.08 7 3 . 5 3 8 MX 4 . 0 0 7 4. *· 7 ~. * 76. LOADING 2 (EQUIP. LOADS) 77. ELEMENT LOAD 78. 102 103 202 203 PRESSURE GY -2.375 79. 116 117 216 217 PR~SSURE GY -5.30 80. 127 128 227 228 PRESSURE GY -.24 81. 1602 1603 1702 17~3 PR 6Y -1.97 82. 1616 1617 1716 1717 PR.GY -6.42 8 3 . 162 7 162 8 1 72 7 1728 PR GY -1. 3 0 84. *.* MILL LOAD((70-30 WEIGHT DISTRIBUTION) 85. 607 614 1107 1114 PR GY -12 86. 617 620 623 1117 1120 1123 PR G¥ -4 8'7. * 8 8. JOINT LOADS 89". 63 FZ •. 57 90. 63 MX -2 .. 17 9 l . 7 7· FX -. 6 7 92. 77 FZ -1.52 9 3 . 7 7 MX. -5 . 7 5 94. 88 FX .70 95. 88 FZ -.29 9 6 . 8 8 MX -1 . l 6 97. 513 FZ .53 User ID: Research Engineers, Inc. --·PAGE NO. 2 .3A-Z -lo 3 A -100 - I I I I -I I I I I I- I I I I I I FRAME* CALLAWAY MiXER MAT FND, * 9 ·8 . 5 1 3 MX 1 . ~ 6 9 9 . 5 i 7 FX -. 9 1 100 .. 527 FZ 1.54 1 0 1 . 5 .2 7 MX 5 . 7 2 1 0 2 . 5 3 8 FX 1 . -0 7 103. 538 FZ .32 1 0 4 . 5 3 8 MX r . 1 2 105 . * 1 0 6 . * 107. LOADING 3 (LL.) 1 0 8 . ELEMENT LOAD . 109. 102 103 202 203 PRESSURE GY -1.4 1 1 0 . 1 I 6 1 1 7 2 l 6 2 l 7 PRES SURE GY -3 . 2 3 111. 127 128 227 ~28 PRES&URE GY -1.89 11 2 . 1 6 0 2 I 6 0 3 l 7 0 2 l 7 0 3 PR GY -1 . 4 5 113. 1616 1617 1716 1717 PR GY -3.0 114. 1627 1628 1727 1728 PR GY -1.75 1 r 5 . * 116. JOINT LOADS 11 7 . 6-3 F Z -. 3 4 1 1 8 . 6 3 MX -1 . 2 7 1 19 . 7'7 FX -. 5 8 1 2 0 . 7 7 FZ -·. 3 4 1 2 1 . 7 7 MX -J . 2 8 122. 88 FX .'62 12 3 . 8 8 FZ -.. 4 3 1 2 4 . 8 8 MX -1 . 6 2 125. 513 FZ .34 1 2 6 . 5 1 3 MX 1 . 2 7 1 2 7 . 5 i 1 FX -. 5 3 12 8. 5 2 7 FZ . 3.4 1 2·9 . 5 2 7 MX 1 . 2 8 I 3 0 . 5 3 8 FX . 5 7 131. 538 FZ .43 I 3 2 . 5 3 8 MX I . 5 8 l 3 3 . * 1 3-4 • * 135. LOADING 4· (SLN) 1-36. SELFWEIGHT Y -I. 0 137. ELEMENT LOAD 138. 102 103 202 203 PRESSURE.'GY -1.6 139. 11~ 117 216 217 PRESSURE GY -2,j7 140. 127 128 227 228 PRESSURE GY -1.77 141. 1602 16·03 !702 1703 PR GY 1.60 142 . ,1 6 1 6 1-6 1 7 1 7 1 ·6 1 7 1 7 PR GY 2 . 3 7 143. 1627 1628 172? 1728 P~ GY 1.77 144. * 1 4 5,. JOINT LOADS 146. 63 FZ -6.75 1 4 7 . 6 3 MX -3 8 . 0 2 1 4 8 . 7'7 FX . 6 9 149. 77 FZ -6.45 l 5 0 . 7 7 MX -3 6 1 5 1 . ~ 8 FX 1 . 3 2 152. 88 FZ -6.49 1 5 3 . 8 8 MX · -3 6 . 4 7 User ID: Research Engineers, Inc. --·PAGE NO. 3 I I I I I I 1· I I I I I I I I I ·I I I FRAME* CALLAWAY MIXER MAT FND. * 154. Sl3·FZ -6.75 l S s . s l 3 MX -3 8 . 0 2 · 156. 5'27 FX -.69 157. 527 FZ -6.37 l S 8 . 5 2 7 MX -3-'S • 8 159. 538 FX -1.-33 160. 538 FZ ~-6.42 l 6 l . S 3 8 MX -3 6 . 2 0 l 6 2,. * *MI LL LOADS 163. 187 194 367 374.FZ -3.6 164. 197 200 203 377 380 383 FZ -1.2 165. 187 194 FY -13.8 l 6 6 . 3 6 7 3 7 4 FY l 3 . 8 l 6 7 . l 9 7 2 0 0 2 0 3 FY · -4 . 6 l 6 8 . 3 7 7 3 8 0 ·3 8 3 FY 4 . 6 l 6 9. * l 7 0. * 171. LOADING 5 (SLS) 172. SELFWE1GHT Y -i.O 173. ELEMENT LOAD 174. 102 103 202 203 PRESSURE GY 1.6 1.7 S . 1 1 6 l l 7 2 1 6 2 1 7 PRES S PRE GY 2 . 3 7 176. 127 128 ·227 228 PRESSURE GY 1. 77 177. 1602 1603 1702 1703 PR GY -1.6 178. 1616 16t7 1716 1717 PR GY -2.37 179. 1627 1628 1727 1728 PR GY -1.77 1 8 0. * 181 . JO I NT LOADS 182. 63 FZ 6.75 1 8 3 . 6 3 MX 3 8 . 0 2 184. 7 7 FX -. 6 9 1 8 S . 7 ·7 F Z 6 .. S 1 8 6 . 7 7 MX 3 6 . 1 187. 88 FX -1.32 188. 88 FZ 6.49 l 8 9 . 8 8 MX 3 6 . 4 7 190. 513 FZ 6.75 1 9 1 . S 1 3 MX 3 8 . 0 2 192. 527 FX .·69 193. 527 FZ 6.40 l 9 4 . 5 2 7 MX 3 S . 8 1 9 5 . 5 3 8 FX 1 . 3 3 196. 538 FZ 6.42 197. 538 Mx 36.20 1 9 8 . * *MI LL LOADS 199. 187 194 367 374 FZ 3.6 200. 197 200 203 377 380 383 FZ 1.2 20.1. 187 194 FY 13.8 202. 367 374 fY -13.8 2 0 ~ . 197 2 0 0 2 0 3 FY 4 . 6 204. 377 380 383 FY -4.6 2 OS. * 2 06. * 207. LOADING 6 (SLE) 208. &ELFWElGHT Y -i,O 209. ELEMENT LOAD User ID: Research Engineers, Inc. --PAGE NO. 4 I I I I .I I I I I I I I I I I I I I I FRAME* CALLAWAY MIXE~ MAT FND. * 210. 102 103 202 203 PRE~~URE GY 0.41 211. 116 117 216 217 PRESSURE GY 3.56 2 1 2 . 1 2 7 1 2 8 2 2 7 2 2 8 PRESS URE GY -3 . 9 4 213. 1602 1603 1702 1703 PR GY 0.35 214. 1616 1617,.1716. 1717 PR GY 3.85 215. 1627 1628 1727 1728 PR GY -4.28 2 1 6 . * 21,7. JOINT LOADS 218. 63 FZ .29 2 1 9 . 6 3 MX 1 . 4 0 2 2 0 . 7 7 FX' 7 , 1 0 221. 77 FZ -.41 2 2 2 . 7 7 MX -1 . 6 0 2 2 3 . 8 8 . FX 7 . 1 5 224. 88 FZ -.28 225. 88 MX -1.39 226. 513 FZ .20 2 2 7 . 5 1 3 MX . 9 1 228. 527 FX 7.50 229. 52'7 FZ: .41 2 3 0 . 5 2 7 MX 1 . 5 2 2 3 1 . 5 3 8 FX T. 5 1 232. 538 FZ .13 2 3 3 . 5 3 8 MX O • 8 234. **MILL LOADS 2 3 5 . 1 8 7 1 9 4 3 6 7 3 7 4 FX 3 . 6 236. 197 200 2.03 377 380 383 FX 1.2 2 3 7 . 1 8 7 3 6 7 FY 1 0 . 4 2 3 8 . 19 4 3 H. FY -1 0 . 4 23,9. * 24 0. * 241. LOADI~G 7 (SLW) 242. SELFWEIGHT Y -1.0 243. ELEMENT LOAD 244. 102 103 202 203 PRESSURE GY -.41 245. 116 117 216 il7 PRES~URE GY -3.56 246. 127 12.8 227 228 PRES.SURE GY 3.94 247. 1602 1603 1702 1703 PR dY -0.35 24S. 1616 1617 171~ 1717 FR GY -3.85 2 4 9 . 1 6 2.·1 1 6 2 8 1 7 2 7 1 7 2 8 PR 6Y 4 . 2 8 2 5 o·. * 251. JOI'NTLOADS 252. 63 FZ -.295 2 5 3 . 6 3 MX ~ 1 . 4 0 2 5 4 . 7 7 FX -7 . 1 0 255. 77 FZ .41 2 5 6 . 7 7 MX 1 . 6 0 257. 88 FX -7. 15 258. 8~ FZ .28 2 5 9 . 8 8 MX 1 . 3 9 260. 513 FZ -.20 2 6 1 . 5 1 3 MX -. 9 1 2 6 2 . 5 2 7 FX -7 . 5 0 2 6 3 • 5 2 7 FZ -. 4 1 2 6 4 . 5 2 7 MX -1 . 5 2 265. 538 FX -7.51 User ID: Research Engineers, Inc:- --PAGE NO. 5 - I I I I I I I I I I I I ·I I I I I I User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 6 * 266. 538 FZ ·. 13 267. 538 MX .,8 0 268. **MILL LOADS 269. I 8 7 194 367 374 FX -3 . 6 270. I 9 7 200 2-0 3 377 380 383 FX -I . 2 , 2 7 I .. I 8 7 367 FY -IO . 4 272. I 9 4 374 'FY IO . 4 273. * 274. LOADING 8 (COUNTER-ACTS SELFWEIGHT JN SEISMIC) 275. S E_L-FWE I GHT y 1 . 0 2 76. * 277. * .(LOAD COMBS 9 -1 8 FOR FOUNDATION DESIGN) 278. * 2 7 9,. LOAD CO~B 9 (DL + 2.0*EQUJ.P + LL) '280. 1 1 . 0 2 2.0 3 1 . 0 2 8 I . ·* 282. LOAD COMB 1 0 (DL + 3.5*EQUIP) (MANUF. DYNAMIC REQUIREMENT) 283. I 1 . 0 2 3.5 284. * 285. LOAD COMB 1 I (DL + 2. 0*EQUII,> + LL + SLN)*.75 286. I . 7 5 2 · 1 . 5 3 . 7 5 4 .75 8 .75 287. * 288. LOAD COMB I 2 (.DL + 2.0*EQUIP + LL + SLS)*.75 289. I .75 2 1 . 5 3 .75 5 .75 8 .75 290. * 2 91 . LOAD COMB I 3 (DL + 2.0*EQUIP + LL + SLE)*.75 792. 1. .75 2 1 . 5 3 .75 6 .75 8 . 7 5 293. * 294. LOAD COMB 1 4 (DL + 2.0*EQUIP + LL + SLW)*.7·5 2'95. I .75 2 I .5 3 .75 7 .75 8 . 7 5 296. * 297. LOAD COMB I 5 (.85*DL + SLN) 298. I . 8 5 2 .85 4 1.0 8 . I 5 299. * 3 0 0 ,. LOAD COMB I 6 (.85*DL + SLS) 3 0 I. 1 . 8 5 2 . 8 5 5 1 . 0 8 . 1 5 302. * 303. LOAD COMB 1 7 (.85*DL + SLE) 304. I . 8,5 2 .85 6 I . 0 8 . I 5 3'0 5. * 306. LOAD COMB 1 8 (.85*DL + SLW) 307. I .85 2 .85 7 1 . 0 8 . 1 5 3 0 8. * .3 0 9. 1" (LOAD COMBS 19-28 FOR CONCRETE DESIGN) 3 1 0 . * 3 I I . LOAD COMB 1 9 (l.4*DL + l.4*EQUIP.+ 1. 7*EQUIP + I . 7 *LL) 31 2 . 1 1.4 2 1 . 4 2 1 . 7 3 1.7 3 I 3 . * 3 I 4 . i..O:AD COMB 20 (1.4*DL + I. 4•·EQUIP + (:2.5•I.7)*EQUIP) 3 I 5 . I 1 . 4 2 1 . 4 2 4.25 316. * 3.17. LOAD COMB 2 I (DL + 7*EQUIP + LL + SLN.)*1.4 318. I I. 4 2 2.8 3 I . 4 4 1 . 4 8 1 . 4 3 19. "' 329. LOAD COMB 2'2 (DL + 2*EQUIP + LL + SLS)*l.4 321. I I . 4 :2 2. ~ 3 1 . 4 5 I . 4 8 1 . 4 '~~~ I I I I I I I I I I 1. I I I I I I I I User ID: Research Engineers, Inc. fRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 7 * 322. * 323. LOAD COMB 23 (DL + 2*EQUIP + LL + SLE)*l .4 324. I I . 4 2 2.~ 3 I . 4 6, I . 4 8 1.4 325. * 326. LOAD COMB~· 24 (DL + 2*EQUIP + LL + SLW)*l .4 327. 1 1 . 4 2 2.8 3 1 . 4 7 1 . 4 8 1.4 328. * 329. LOAD COMB-25 (0.9*DL + l.4*SLN) 330. 1 0.9 2 0.9 4 1 . 4 8 I . 4 3 3 I . * 332. LOAD COMB 26 (Q.9*DL + 1.4SLS) 33 3. 1 0.9 2 0.9 5 I . 4 8 1 .4 334. * 3,3 5. I;OAD COMB 27 (!l.9*DL + l.4SLE) 336. 1 0.9 2 0.9 6 I . 4 8 1 .4 337. * 338. LOAD COMB 28 (0.9*DL + l.4SLW) 339. 1 0.9 2 0.9 7 I . 4 8 1 . 4 340. * 341. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS 600/ 551/ 480 ORIGINAL/FINAL BAND-WIDTH= 31/ 31 TOTAL PRiMARY I,.OAD CASES = 8, TOTAL DEGREES OF FREEDOM= 3600 SIZE OF STIFPNE~S MAtRIX = 691200 DOUBLE PREC. WORDS REQRD/AVAILr DISK SPACE= 18.84/ 1077.6 MB, EXMEM = 1•11.1 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacemen-ts. ++ Calculating Member Forces. 3 4 2. * 343. LOAD LIST 9 10 14:19:20 14:19:20 14:19:21 14:19:35 14:19:40 3 4 4 . * * * * ( B·EARJ NG CAPAC I TY CHECK 1 1 TO 14 DO NOT CONTROL) 345. PRINT SUPPORT REACTIONS User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 8 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE --~---:------':"·--- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 93 9 ... 0 0 1 . 1 6 . 0 0 .00 .00 .00 1 0 .. o 0 1 . 6 1 .00 .00 .00 .00 94 9 .00 1 . 1 7 . O·O .00 . 0 0. .00 I 1 0 .00 1 . 6 3 .00 . 0 0 .00 .00 95 9 .00 I. 1 7 .00 .00 .00 .00 10 .00 1 . 6 4 .00 .00 .00 .00 96 9 .00 1 . 1 8 .00 .00 .00 .00 I 1 0 .00 1.65 .00 .00 .00 .00 97 9 .00 1 . 1 8 .00 .00 .00 .00 1 0 .00 1 . 6 .6 . 0 o. .00 .00 .00 98 9 .00 1 . 1 9 .'O 0 .00 .00 .00 I 1 0 .00 1.67 .00 .00 .00 .00 99 9 .00 1 . 2 0 .00 .00 .00 .00 1 0 .00 1 . 6 9 •. 0 0 .00 .00 .00 100 9 .00 1 . 2 2 . 0.0 .00 .00 .00 I 1 0 .00 1 . 7 0 .00 .00 .00 .00 101 9 .00 l°.23 .00 .00 .00 .00 1 0 .00 1.72 .00 .00 .00 .00 102 9 .00 1 . 2 5 .00 . o·o .00 .00 I 1 0 .00 1 . 7 3 .00 .00 .00 .00 103 9 .00 1 . 2 6 .00 .00 .00 .00 1 0 .00 1 . 7 5 .00 .00 .00 .00 104 9 .00 1 . 2 7 .00 .00 .00 .00 1 0 .00 1 . 7 5 .00 .00 .00 .00 I 105 9 .00 1 . 2 8 .00 .00 .00 .00 I 6 .00 1 . 7 6 .00 .00 .00 .00 1 0·6 9 .00 1 . 2 9 .00 . O·O .00 .00 1 () , 0 0 1 . 7 5 .00 .. 0 0 .00 .00 I 1 0 7 9 .00 1 . 2 8 .00 .00 .00 .00 1 0 .00 1.72 .. 0 0 .00 .00 .00 108 9 .00 1 . 2 6 .00 . ·o o .00 .00 1 0 .00 1 . 6 8 .00 .00 .00 .00 I 1 0 9 9 .00 1 . 2 2 .00 .. 0 0 .00 .00 1 () .00 1.62 .00 .00 .00 .00 1 1 0 9 .00 1 . 1 8 .00 .00 .00 .00 1 0, .00 1 .55 .00 .00 .00 .00 I 1 1 1 9 .00 1 . 1 4 .00 .00 .00 .00 1 0 .00 1 . 4 7 .00 .00 .00 .00 1 1 2 9 .00 1 . 0 9 .00 .00 .00 .00 1 0 .00 1 . 3 9 .00 .00 .00 .00 1 1 3 9 .00 1.05 .00 .00 .00 .00 I 10 . 0 O· 1 . 3 1 .00 .00 .00 .00 1 1 4 9 .00 1. 00 .00 .00 .00 .00 1 0 .00 1 . 2 2 .00 .00 .00 .00 1 1 5 9 .00 .95 .00 .00 .00 .00 ·1 1 0 .00 l .' 1 3 .00 .00 .00 .00 1 1 6 9 .00 . 9 1 .00 .00 .00 .00 1 0 .00 1 . 0 5 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALI-AWAY MIXER MAT FND. --·PAGE NO. 9 * I SUPPORT ,REACTIONS -UNIT KIP ·FEET STRUCTURE TYPE SPACE .... .;.. .. ------------ I JOINT LOA])_ FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z l l 7 9 -.. 0 0 .86 .00 .Ob .00 .00 l 0 .00 .96 .00 .00 .00 .00 1-.1 8 9 .00 .82 .. 0 0 .00 . o o_ .00 I l 0 .00 . 8 7 .00 .00 .00 .00 l 2 3 9 .00 l . l 2 .00 .00 .00 .00 l 0 .00 l . 5 6 .00 .00 .00 .00 124 9 .00 l . l 2 .00 .00 .00 .00 I 1 0 .00 I . 5 8 .00 .00 .00 .00 125 9 .00 l . l 3 .00 .00 .00 .00 J 0 .00 1 .. 5 9 .00 .00 .00 .00 q6 9 .00 l . l 4 .00 .00 .00 .00 I l 0 .00 1 . 6 1 .00 .00 .00 .00 127 9 .00 1 . 1 5 .00 .00 .00 .00 1 0 ,. 0 () 1 .62 .00 .00 .00 .00 128 9 .00 1 . 1 6 .00 .00 .00 .00 I 1 0 .00 1 . 6 4 .00 .00 .00 .00 129 9 . 00 1.17 . 0 0 . .00 .00 .00 1 0 .00 1 . 6 6 .00 .00 .00 .00 ._, 1 3 0 9 .00 1 . 1 9 .00 . o,o .00 .00 I 1 0 .00 1 . 6 7 .00 . 0-0 .00 .00 I 3 1 9 .00 1 . 2 0 .00 .00 .00 .00 I 0 .00 l . 6 9 .00 , 'O 0 .00 .00 1 3 2 9 .00 1 . 2 1 .00 .00 .00 .00 1 0 .00 1 . 7 0 .00 .00 .00 .00 I 133 9 .00 1.23 , 0 0 .00 .00 .00 I 0 .00 I . 7 1 .00 • 0 0 .00 .00 134 9 .00 1 . 2 4 .00 .00 .00 .00 1 0 .00 1.72 .00 .00 .00 .00 I 1 3 5 9 .00 1 . 2 4 .00 . ,Q 0 .00 .00 i 0 . 0°0 1.72 . 0 0 .00 .00 .00 1 3 6 9 .00 1 . 2 4 .00 .00 .00 .00 l 0 .00 1 . 7 0 .00 .00 .00 .00 I 1 3 7 9 .00 1 . 2 3 .00 .00 .00 .00 1 0 .00 1 . 6 8 .00 .00 .00 .00 138 9 .00 1 . 2 1 .00 . 0 0 .00 .00 1 0 .00 I. 6.4 .00 .00 .00 .00 I 139 9 .00 1 . 1 8 .00 .00 .00 .00 1 0 .00 1 . 5 8 .00 .00 .00 .00 140 9 .00 i . 1 5 .00 .00 .00 .00 1 0 .00 1 . 5 2 .00 .00 .00 .00 141 9 .00 I . 1 I .00 .00 .00 .00 I 1 0 .00 1 . 4 4 .00 .00 .00 .00 142 9 .00 1 . 0 7 .00 .00 .00 .00 1 0 .00 1 . 3 7 .00 .00 .00 .00 143 9 .00 1 . 0 2 .00 .00 .00 .00 I 1 0 .OQ 1 . 2 9 .cio . 0 0 .00 .00 144 9 . 0·0 .98 .00 .00 .00 .00 1 0 .00 1.20 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. I 0 * I SUP.PORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT 'LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 1 4 5 9 .. 00 .93 .00 .00 .00 .00 I 0 .00 I . 1 2 .00 .00 .00 .00 146 9 .00 .88 .. 0 0 .00 . 0 0, .00 I 1 0 .00 I . 0 3 .00 .·o o .00 .00 147 9 .00 .84 .00 .00 .00 .00 1 0 .00 .94 .00 .00 .00 .00 I 4 8 9 .00 .79 .00 .00 .00 .00 I 1 0 .00 .85 .00 .00 .00 .00 153 9 .00 I . 0 8 .00 .00 .00 .00 1 0 .00 I . 5 I .00 .00 .00 .00 154 9 . 0 0 I . 0 9 .00 .00 .00 .00 I 1 0 .00 1 . 5 3 .00 .00 .00 .00 1 5 5 9 .00 1 . I 0 . 00 .00 .00 .00 · I 0 .00 I . 5 5 .00 .00 .00 .00 I 5 6 9 .00 1 . 'I I .00 .00 .00 . 0 0 I 1 0 .00 1.57 .00 .00 .00 .00 I 5 7 9 .00 1 . 1 2 .00 • 0 0 .00 .00 I 0 .00 I . 5 9 .00 .00 .00 .00 1 5 8 · 9 .00 1. 1 4. .00 .00 .00 .00 I 1 0 . 0 0 I . 6 1 . O·O .00 .00 . 0 0 1 5 9 9 .00 1 . I 5 .00 .00 .00 .00 1 0 .00 1 . 6 3 .00 .00 .00 .00 l 6 0 9 ,00 I . I 6 .00 .00 .00 .00 1 0 .00 1 . 6 4 . 0 0 .00 .00 .00 I I 6 I 9 .00 I . 1 7 .00 .00 .00 .00 1 0 .00 1 . 6 6 .00 .00 .00 .00 162 9 . 0 0 1 . 1 9 .00 .00 .00 .00 1 0 .. 0 0 1 . 6 7 .00 .00 .00 .00 I. 163 9 .00 1 . 2 0 .00 .00 .00 .00 l 0 .00 1 . 6 8 .00 .00 .00 .00 164 9 .00 1 . 2 1 .00 .00 .00 .00 l 0 .00 1 . 6 9 .00 .00 .00 .00 I 165 9 . 0 0. 1 . 2 1 .00 .00 .00 .00 1 0 .00 1.68 .00 .00 .00 .00 166 . 9 .00 1 . 2 1 :oo .00 .00 .00 1 0 .00 1.p .00 .00 .00 .00 I 167 9 .00 .I . 2 0 .00 .00 .00 .00 l 0 .00 l . 6 4 . 0 0 .00 .00 .00 I 6 8 9 .00 I . l 8 .00 .00 .00 .00 1 0 .00 1 ·. 6 0 .00 .00 .00 .00 169 9 .00 1 . 1 5 .00 .00 .00 .-0 0 I I 0 .00 1 . 5 5 .00 .00 .00 .00 l 7 0 9 . 0 0 1 . 1 2 .00 .00 .00 .00 I 0 .00 I . 4 9 . ·0 0 .00 .00 .00 171 9 .00 I . 0 8 . 0 0 .00 .00 .00 I 1 0 .00 I . 4 2 .00 .00 .00 .00 172 9 . 0 0 1 . 0 4 .00 .00 .00 . 0 0 1 0 .00 1 . 3 5 . 0 0 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MA,T FND. --·PAGE NO. l l * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- I JOINT LOAD FORCE-X FORCE--Y FORCE-Z MOM-X MOM-Y MOM z 173 9 ... 0 0 l . 0 Q .00 .00 .00 .00 l 0 .00 l . 2 7 .00 .00 .00 .00 I I 7 4 9 .00 .96 .00 .00 .00 ·. 0 0 10 .00 1 . l 9 .oo .00 .00 .00 l' 7 5 9 .00 . 9 J, .00 .00 .00 .00 l 0 .00 1.10 .00 .00 . 0 0 .00 176 9 .00 . "8 6 .00 .00 .00 .00 I l 0 .00 1 . 0 2 .00 .00 .00 .00 1 7 7 9 .OQ .82 .00 .00 .00 .00 1 0 .00 .93 .00 • O·O .00 .00 1 7 8 9 .00 .77 .00 .00 .00 .00 I 1 0 .00 .84 • O,O .00 .00 .00 1 8 3. 9 .00 1.04 .00 .00 .00 .00 10 .00 . 1 . 47 .00 .00 .00 .00 184 9 .00 I . 06 .00 .00 .00 ·. 0 0 1· 1 0 .00 1 . 5 0 .00 . o~o .00 .00 I 8 5 9 .00 1 . 0 7 .00 .00 .00 .00 1 0 .00 1 . 5 2 .00 . o·o . 0 0 .00 186 9 .00 I . 0 9 .00 .00 .00 .00 I 1 0 . 0 0, I .55 . O:O .00 . 0 0 .00 187 9 .00 1 . 1 0 .00 .00 .00 .00 I 0 , o o· I . 5 7 .00 .00 .00 .00 188 9 .00 1 . I 2 .00 .00 .00 .00 ·1 I 0 .00 1.59 .ob .00 .00 .00 189 9 .00 1 . 1 3 .00 .00 .00 .00 I 0 .00 1 . 6 0 .00 .00 .00 .00 190 9 .00 1 . 1 4 .00 .00 .00 .00 .1 0 .00 1. 62 .00 .00 .00 .00 I 191 9 .00 I. 15 ,. 0 0 . 0:0 .00 .00 1 0 .00 1 . 6 3 .00 .00 .00 .00 192 9 ,, 0 0 1 . 1 6 . 0 0. .00 .00 .00 1 0 .00 1 . 6 5 .00 .00 . 0 0 .00 I 193 9 .00 } . 1 8 .00 .00 .00 .00 1 0 .00 1 . 6 6 .00 .00 .00 .00 194 9 .00 1 . 1 9 .00 .00 . 0 0 .00 10 .00 1.66 .00 .00 .00 .00 I 195 9 .00 . l ·. 1 9· .00 .00 .00 .00 1 0 .00 1.66 .00 .00 .00 .00 19'6 9 .00 1 . 1 8 .00 .00 .00 .00 ,JO ' .00 1 . 6-4 .00 .00 .00 .00 I 197 9 .00 I . 1 7 .00 .00 .00 .00 1 0 . 00 1 . 6 1 .00 . 0 0 . .00 .00 198 9 .. 0 0 I. 15 .00 .00 .00 .00 l 0 .. 0 0 1 . 5 8 .00 .00 .00 .00 199 9 .00 1 . 1 3 .00 .00 .00 .00 I 1 0 .00 1 . 5 3 .00 .00 .00 .00 200 9 .QO 1 . 1 0 .. 00 .00 .00 .00 l 0 .00 I . 4 7 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc:- ~1 FRAME * CALLAWAY MIXER MAT FND. --·PAGE NO. 1 2 * I SUPPORT REACTIONS -UNIT KIP FEET · STRlJCT,URE TYPE SPACE ----------------- I JOINT LOAD FO~CE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 201 9 .00 1 . 0 6 .00 .00 .00 .00 i 0 .00 1 . 4 l .00 .00 .00 .00 202 9 , 0-0 l . 0 2 .00 .00 .OQ .00 I l 0 .00 l . 3 3 .00 .00 .00 .00 2 03 9 .00 .98 .00 .00 .00 .00 l 0 .06 l . 2 6 .00 .00 .00 .00 204 9 .00 .94 .00 .00 .00 .00 I l 0 .00 l . l 8 .00 .00 .00 .00 205 9 .00 .90 .00 . 0.0 .00 .00 l 0 .. 0 0 l . l 0 .00 .00 .00 .00 2 0·6 9 .00 . 8 5 .00 .00 .00 .00 I l 0 .00 l . 0 l .00 .00 .00 .00 207 9 .00 .80 .00 .00 .00 .00 l 0 .00 .93 .00 .00 .00 .00 208 9 .00 .76 . 0 0. .. 0 0 .00 .00 I 1 0 .00 .84 .00 .00 .00 .00 213 9 .00 1.02 .OQ .00 .00 .00 l 0 .00 1 . 4 4 .00 . 0 0 .00 .00 2 l 4 9 .00 l . 0 3 .. o,o .00 .00 .00 I l 0 .00 l . 4 7 .00 . 0 0 .00 .00 215 9 .00 1 . 0 5 . o·o .00 .00 .00 1 0 .00 l . 4 9 .00 .00 .00 .00 2 1 6 9 .00 l . 0 7 .00 .00 .00 .00 1 0 .00 l . 5 2 .00 .00 .00 .00 I 217 9 .00 1 . 0 8 .00 .00 .00 .00 I 0 .00 l . 5 5 .00 .00 . 0 0 .00 2'1 8 9 .00 I . I 0 ; 00 .00 .00 .00 1 0 . o,o I : 5 1 .00 .oo .oo .00 I 219 9 .00 1 . 1 I .00 .00 .00 .00 l 0 .00 I . 5 9 .00 .00 .00 .00 220 9 .00 l . l 2 . o o· .00 .00 .00 1 0 .00 I . 6 0 .00 .00 . 0 0. .00 I 221 9 .00 I . l 4 .00 .00 .00 .00 1 0 .00 1.62 .00 . ·o o .00 .00 222 9 .00 l . l 5 .00 .00 . 0 0 .00 10 .00 1 . 6 3 .00 .00 .00 .00 I 223 9 .00 l . 1 6 .00 .00 . 0 0 .00 1 0 .00 1.64 .00 .00 .00 .00 224 9 .00 l . l 7 .00 .00 .00 .00 1 0 .00 l . 'Q 5 .00 .00 .00 .00 225 9 .00 l . l 7 .00 .00 .00 .00 I l 0' .00 1 . 6 4 .00 . o.o .00 .00 226 9 . 0 () l . l 6 .·O 0 .00 .00 .00 l 0 .00 I . 6 2 . O·O .00 .00 .00 227 9 .00 l . l 5 .00 . 0 0 .00 .00 I 1 0 .00 l . 6 0 .00 .00 .00 .00 228 9 .00 1 . 1 4 .00 .00 .00 .00 10 .00 1.56 .00 ·. 0 0 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 1 3 * I SUPPORT REACTIONS -UNIT KIP FE'ET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 229 9 .00 1 .. I I . 0 0 .00 .00 .00 1 0 .00 1 . 5 1 .00 .00 .00 .00 230 9 .00 1 . 0 8 .00 .00 .00 .00 I 1 0 .00 1 . 4 6 . O·O .00 .00 .00 231 9 .00 1 . 0 5 .00 .00 .00 .00 1 0 .00 1 . 4 0 .00 .00 .00 .00 232 9 .00 1.01 .00 . 0 0 .00 .00 I 1 0 .00 1 . 3 3 .00 .00 .00 .00 233 9 .00 .97 .00 .00 .00 .00 1 0 .00 1 . 2 6 .00 .00 .00 .00 2·3 4 9 .00 .93 .00 .00 .00 .00 I 1 0 .00 1 . 1 8 .00 .00 .00 .00 235 9 .00 .89 .00 .00 .00 .00 1 O· .00 1 . 1 0 .00 .00 .00 .00 236 9 .00 .84 .00 .00 .00 .00 I 1 0 .00 1 . 0 1 .00 .00 .00 . 0 0 237 9 .00 .80 .00 .00 .00 .00 1 o. .00 .93 .00 .00 .00 .00 238 9 .00 . 7 5 .00 .00 .00 . 0 0 I 1 0 .00 . 8 4 .00 .00 .00 .00 243 . 9 .00 1 . 0 0 .00 .00 .00 .00 I 0 .00 1 . 4 2 .00 .00 .00 .00 244 9 .00 1,02 .00 .00 .00 .00 1 0 .00 1 . 4 5 .00 .00 .00 .00 1· 245 9 .00 1 . 0 3 .00 .00 .00 .00 10 .00 1 . 4 8 .00 .00 .00 .00 246 9 .00 1 . 0 5 .00 .00 .00 .00 1 0 .00 1 . 5 0 .00 .00 .00 .00 I 247 9 .00 1.07 .00 .00 .00 . 0 0 1 0 .00 1 . 5 3 .00 .00 .00 .00 248 9 .00 1.09 .00 .00 .00 .00 1 0 .00 1 . 5 5 .00 .00 .00 .00 I 249 9 .00 1 . 1 0 .00 .00 .00 .00 1 0 .00 1.57 .00 .00 .00 .00 250 9 . 0 0 . 1 . 1 1 .00 .00 .00 .00 1 0 .00 1.59 .00 . O·O .00 .00 I 2 5 1 9 .00 1 . 1 3 .00 .00 .00 . 0 0 1 0 .00 1 . 6 1 .00 .00 .00 .00 252 9 .00 1 . I 4 . 0 0. .00 .00 .00 1 0 .00 1 . 6 2 .00 .00 .00 .00 253 9 .00 1 . 1 5 .00 .00 .00 .00 I 1 0 .00 1.63 .00 .00 .00 .00 254 9 .00 1 . 1 6 .00 .00 .00 .00 1 0 .00 1. 6 3 .00 .00 .00 .00 255 9 .00 1 . 1 6 .00 .00 .00 .00 I 1 0 . 0 o. 1.63 .oo .00 .00 .00 256 9 .00 1 . 1 5 .00 .00 .00 .00 1 0 .00 1 . 6 1 .00 .00 .00 .00 -~:": I I I 1· I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. I 4 * I SUPPORT REACTIONS -UNIT KIP FE-ET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 257 9 .00 I. 14 .00 .00 .00 .00 Id .00 I . 5 9 .00 .00 .00 .00 258 9 .00 I . 1 3 .QO .00 .oq . 0 0 I 1 0 .00 1 . 5 5 .00 .00 .00 .00 259 9 .00 I . 1 0 .00 .00 .00 .00 I 0 . 0 0-I_. 5 I .00 .00 .00 .00 260 9 .00 1 . 0 8 .00 . 0 0 .00 .00 I I 0 .00 1 . 4 6 .00 • O,O .00 .00 2 6 1 9 .00 1 . 0 5 .00 .00 .00 .00 1 0 .00 I . 4 0 . 0 0 .00 .00 .00 2-62 9 .00 I . 0 1 .00 .00 .00 .00 I 1 0 .00 1 . 3 3 .00 .00 .00 .00 263 9 .00 .97 .00 .00 .00 .00 I 0 .00 1 . 2 6 .00 .00 .00 .00 264 9 .00 .93 .00 .00 .00 .00 I 1 0 .00 1 . 1 8 .00 .00 .00 .00 265 9 .00 . 8 9 .00 .00 .00 .00 I 0 .00 1 . I 0 .00 .00 .00 .00 266 9 -· 0 0 .84 .00 . 00 .00 .00 I I 0 .00 1.02 .00 .00 .00 .00 267 9 .00 .80 .00 .00 .00 .00 1 0 .'00 .94 .00 .00 .00 .00 268 9 .00 . 7 5 .00 .00 . 0-0 .00 I 0 .00 . 8 5 .00 .00 .00 .00 I 273 9 .00 .99 .00 .00 .00 .00 1 0 .00 1 . 4 0 .00 .00 .00 .00 274 9 . 0 0 1 . 0 I .00 .00 .00 .00 I 0 .00 1 . 4 4 .00 ·. 0-0 .00 .00 I 275 9 .00 I . 0 3 .00 .00 .00 .00 1 0 .00 1 . 4 7 . 0 0 .00 .00 .00 276 9 .00 I . 05 .00 .00 .00 .00 I 0 .00 1 . 5 0 .00 .00 .00 .00 I 277 9 .00 1 . 0 6 .00 .00 .00 .00 1 0 .00 I . 5 2_· .00 .00 .00 .00 278 9 .00 1 . 08 .00 .00 .00 .00 I 0 .00 1 . 5 5 .00 .00 .00 .00 I 279 9 .00 1 . I 0 .00 .00 .00 .00 I 0 .00 1 . 5 7 .00 .00 .00 .00 280 9 .00 1 . 1 1 .00 .00 .00 .00 1 0 .00 I . 5 9 .00 .00 .00 .00 281 9 .00 1 . 12 .00 .00 .00 .00 I 1 0 .00 1 . 6 0 .00 .00 .00 .00 282 9 .00 1 . 14 .00 .00 . 0 0 .00 1 0 .00 1 . 6 2 .00 .00 .00 .00 283 9 .00 I . 1 5 . 0 0 .00 .00 .00 1· I 0 .00 I . 6 3 .00 .00 .00 .00 284 9 .00 I . 1 5 .00 .00 .00 . 0 0 1 () .00 1 . 6 3 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 1 5 • I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 285 9 . .00 1 . 1 6 .00 .00 .00 .00 1 0 .00 1 . 6 3 .00 .00 .00 .00 286 9 ,00 1 . 1 5 .00 .00 . 0 o. .00 I 1 0 .00 1 . 6 2 .00 .00 .00 .00 287 9 .00 1 . 1 4 . 0.0 .00 .00 .00 1 0 .00 I . 5 9 .00 .00 .00 .00 288 9 .00 I . I 3 .00 .00 .00 .00 I I 0 .00 I . 5 6 .00 .00 .00 .00 289 9 .00 I . I I .00 .00 .00 .00 I 0 .00 r. 5 1 .00 .00 .00 .00 290 9 .00 I . 0 8 • O·O .00 .00 .00 1· I 0 .00 I . 4 6 .00 .00 .00 .00 291 9 .00 I . 0 5 .00 .00 .00 .00 I 0 .00 I . 4 I , 0 0 .00 .00 .00 292 9 .00 I . 0 I .00 .00 .00 .00 I I 0 .00 I . 3 4 .00 .00 .00 .00 293 9 .00 .. 9 8 .00 .00 .00 .00 I 0 .00 I . 2 7 .00 .00 .00 .00 294 9 .00 .94 ~ 0 0 .00 .00 .00 I i 0 .00 I . 2 0 .00 .00 .. 0 0 .00 295 9 .00 .89 .00 .00 .00 .00 I 0 .00 I . 12 .00 .00 .00 .00 296 ~ .00 .85 . O·O .00 .00 .00 l 0 .. 0 0 I .04 .00 .00 .00 .00 I 297 9 .00 .80 .00 .00 .00 .00 1 0 .00 .96 . 0 0 .00 .00 .00 298 9 .00 .76 .00 .00 .00 .00 l 0 .00 .87 .00 .00 .00 .00 I 3 03 9 .00 .99 .00 .00 .00 .00 I 0 .00 I . 4 0 .. 0 0 .00 .00 .00 304 9 .00 I . 01 .00 .00 .00 .00 I 0 .00 I . 4 3 .00 .00 .00 .00 I 305 9 .00 I . 0 3 .00 .00 .00 .00 I 0 .00 I . 41 .00 .00 .00 .00 306 9 .00 I . 0 5 .00 .00 .00 .00 I 0 .00 I . 5 0 .00 .00 .00 .00 I 307 9 .00 1.07 . 0 0 .00 .00 .00 I 0 .00 I . 5 3 . 00. .00 .00 .00 308 9 .00 I . 0 8 .00 .00 .00 .00 I 0 .00 I . 5 5 .00 .00 .00 .00 309 9 .00 I . I 0 .. 0 0 .00 .00 .00 I 1 0 .00 I . 5 7 .00 .00 .00 .00 3 I 0 9 .00 I . I I .00 .00 .00 .00 I 0 .00 1 . 5 9 .00 .00 .00 .00 3 1 1 9 .00 1 . 1 3 .00 .00 .00 .00 I l 0 .00 1 : 6 l .00 .00 .00 .00 3 l 2 9 .00 l . 1 4 .00 .00 .00 .00 1 0 .00 I . 6 3 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. I 6 * I SUPPORT REACTIONS, -UNIT KIP .FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 3 I 3 9 .00 I . I S .00 .00 .00 .00 I 0 .00 I . 6 4 .00 .00 .00 .00 3 I 4 9 .00 I . I 6 .00 .00 .00 .00 I I 0 .00 1.64 .00 • O'O .00 .00 3 I S 9 .00 I . I 6 .00 .00 .00 .00 I 0 .00 1.64 .00 .00 .00 .00 3 I 6 9 .00 I . I 6 .00 . 00 .00 . 0 0 I I 0 .00 I . 6 3 .00 .00 .00 .00 3 I 7 9 .. 0 0 I . I S .OQ .00 .00 .00 1 0 . O·b I . 6 I .00 .oo .00 .00 3 I 8 9 .00 I . 1 4 .00 .00 .00 .00 I 1 0 .00 1 . S 7 . o o· . 0 0 .00 .00 319 9 .00 I . 1 2 .00 .00 .00 .00 I 0 .00 I . S 3 .00 .00 .00 .00 320 9 .00 I . 0 9 • O·O. .00 .00 .00 I 1 0 .00 1 . 4 8 .00 .00 .00 .00 3 2 1 9 .00 I . 0 6 .00 .00 . 0 0 .00 1 0 .00 1 . 4 2 .00 .00 .00 .00 322 9 .00 i . 0 3 .00 .00 .00 .00 I 0 .00 I . 3 6 .00 .00 .00 .00 I 323 9 .00 .99 .ob .00 .00 .00 I 0 .00 I . 2 9 . 0 0 .00 .00 .00 324 9 .00 . 9 5 .00 .00 .00 . 0 0 1 0 .00 1 .22 .00 .00 .00 .00 I 325 9 .00 . 9 I .00 .00 .00 .00 I-0 .00 I . I 4 .00 .00 .00 .00 326 9 .06 . 8 7 .00 . 0 0 .00 .00 1 0 .00 1 . 0 6 .-o 0 .00 .00 .00 I 327 9 .00 .82 . 0 0 .00 .00 .00 l 0 .00 .98 .00 .00 .00 .00 328 9 .00 .78 .00 . 0 0 .00 .00 1 0 .00 .90 .00 . 0 0 .00 .00 I 333 9 .00 .99 .00 .00 .00 .00 1 0 .00 1 . 4 I • O·O .00 .00 .00 334 9 .00 1 . 0 2 .00 .00 .00 .00 I 0 .00 I . 44 .00 .00 .00 .00 335 9 .00 1.04 .00 .00 .00 .00 I 1 0 .00 1 . 4 7 .00 .00 .00 .00 336 9 .OQ I . 0 6 .00 .00 .00 .00 I 0 .00 I . S I .00 .00 .00 .00 337 9 .oo I . 0 8 .00 .00 .00 .00 I I 0 .00 1.54 .00 .00 .00 .00 338 9 .00 · I . 0 9 .00 .00 .00 .00 I 0 .00 1 . S 6 .00 .00 .00 .00 339 9 .00 1 . I 1 .00 .00 .00 .00 I I 0 .00 I . S 8 .00 .00 .00 .00 340 9 .00 1 . 1 2 .00 .00 .00 .00 1 0 .00 1 . 6 I .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. I 7 * I SUPPORT REACTION' -UNIT KiP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE•Z MOM-X MOM-Y MOM z I 341 9 .00 I . 1 4 .00 .00 .00 .00 1 0 . 0·0 · 1.62 .00 .00 .00 .00 342 9 .00 1 . 1 5 .00 .00 .oq .00 I 10 .00 1 . 6 4 .00 .00 .00 .00 343 9 .00 1 . 1 7 .00 .06 .00 .00 1 0 .00 1.66 .00 .00 .00 .00 344 9 .00 1 . 18 .00 .00 .00 .00 I 1 0 .00 1.67 .00 .00 .00 .00 345. 9 .00 I . 1 8 .00 .00 .00 .00 1 0 .00 1 . 6 7 .00 .00 .00 .00 346 9 . 0 0· 1 . 1 8 .00 .00 .00 .00 I 1 0 .00 1 . 6 5 .00 .00 .00 .00 347 9 .00 1 . I 7 .0Q .00 .00 .00 1 0 .00 1 . 63 .00 .00 .00 .00 348 9 .. 0 0 1 . 1 6 .00 .00 .00 .00 I 1 0 .00 1 . 6 0 .00 .00 .00 .00 349 9 .Q0 i . 1 4 .00 .00 .00 .00 1 0 .00 1 . 5 6 .00 .00 .00 .00 350 9 .00 1 . 1 1 . o o· .00 .00 .00 1 0 .00 1 . 5 1 . b 0 .00 .00 .00 I 3 5 1 9 .00 1 . 0 8 .00 .00 .00 .00 1 0 .00 1 . 4 5 .0Q .00 .00 .00 352 9 . 0 0· 1 . 0 5 .00 .00 .00 .00 1 0 .00 1 . 3 9 .00 .00 .00 .00 I 353 9 .00 1. 01 .00 .00 .00 .00 1 0 .00 i . 3 2 .00 .. 00 .00 .00 354 9 .00 .97 .00 .00 .00 .00 1 0 .00 1 . 2 5 .00 .00 .00 .00 I. 355 9 . 00 . 9 3 . .00 .00 .00 .00 1 0 . 0 0. I. 1 8 .00 .00 .00 .00 356 9 .00 .89 .00 .00 .00 .00 1 0 .00 1 . 1 0 .00 .00 . 0 0 .00 I 357 9 . 0 0 . . 8 5 .00 .00 .00 .00 1 0. .00 I . 0 2 .00 .00 .00 .00 358 9 .00 .80 :o 0 .00 .00 .00 1 0 .00 .94 .00 .00 .00 .00 363 9 .00 1 . 0 1 .00 .00 .00 .00 I 1 0 .00 I . 4 3 .00 .00 .00 .00 364 9 .00 I .03 .00 ; 0 0 .00 .00 1 0 .00. 1·.46 . 0·Q .00 .00 .00 365 9 .00 1 . 0 5 .. 0 0 .00 .00 .. o 0 I 10 .00 ,I • 4 9 .00 .00 .00 .00 366 9 . o o· I . 0 7 .00 .00 .00 .00 1 0 . 0 0. 1 . 5 2 .00 .00 .00 .00 367 9 .00 1 . 0 9 .00 .00 .00 .00 I 1 0 .00 I .55 .00 .00 .00 .00 368 9 .00 1 . 1 1 .00 . 0.0 .00 .00 1 0 .00 1 . 5 8 .00 • 0·0 .00 . 0.0 I I I I I -User ID: Research Engineers, Inc. I FRAME '* CALLAWAY MIXER MAT FND. --PAGE NO. l 8 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE -_, --------------- I JOrNT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 369 9 .. 0 0 l . l 2 .00 .00 .00 .00 1 0 .00 1 . 6 0 .00 .00 .00 .00 . 3 7 0 9 .00 1 . 1 4 .00 .00 . 0 o. .00 I' I 0 .00 I . 6 2 . ·O 0 .00 .00 .00 3 71 9 .00 1 . 1 6 .00 .00 .00 .00 I 0 .00 1 .95 .00 .00 .00 .00 372 9 .00 I . I 7 .00 .00 .00 .00 I I 0 .00 I . 6 7 .00 .00 .00 .00 373 9 .00 I . I 9 .00 .00 .00 .00 l 0 .00 I . 6 8 .00 .00 .00 .00 374 9 .00 I . 2 0 .00 .00 .00 .00 I I 0 .00 I .70 .00 .00 .00 .00 375 9 .00 I . 2 I .00 .00 .00 .00 I 0 .00 1 . 7 0 .00 .00 ,00 .00 376 9 .00 I . 2 I .00 .00 .00 .00 ·1· 10 .00 1 .. 6 9 .00 ,• 0 0 .00 .00 377 9 .00 I . 2 0 . 0 0 .00 .00 .00 1 0 .00 1 . 6 7 . 0,0 .00 .00 .00 378 9 .00 I .. I 9 .00 .00 .. .00 .00 I 1 0 .00 I . 6-4 .00 .00 .00 .00 379 9 .00 I . I 7 .00 .00 .00 .00 1 0 .00 1 . 6 0 .00 .00 .00 .00 380 9 .00 1 . 1 4 .00 .00 .00 .00 1 0 . O·O 1 . 5 5 . 0-0 . o.o .00 .00 I 3 8 I 9 .00 I . 1 I .00 .00 .00 .00 1 0 .00 I . 4 9 .OQ .00 .00 .00 382 9 .00 1 . 0 8 -. 0 0 :00 .00 .00 I 0 .00 1 . 4 3 . 0 O· .00 .00 .00 I 383 9 .00 1 . 0 4 .00 .00 .00 .00 1 0 .\H> 1 . 3 6 .00 .00 .00 .00 384 9 .00 1 . 0 0 .00 .. 0 0 .00 .00 1 0 .00 1 . 2 9 .00 .00 .00 .00 I 385 9 .00 .96 .00 .00 . o.o .00 1 0 . O·O 1 . 2 2 . 00 .00 .00 .00 386 9 .00 .92 .00 .00 .00 .00 1 0 .00 1 . 1 4 .00 .. O·O .00 .00 I 387 9 .00 . 8 8· .00 .00 .00 .00 1 0 .00 I . 0 6 .. 0 0 .00 .00 .00 388 9 .00 .84 .00 .00 .00 .00 I 0 .00 .98 .00 . ·O 0 .00 .00 393 9 .00 1.04 .00 .00 .00 .00 I 1 0 .00 1 . 4 5 . o·o . 0 0. .00 .00 394 9· .00 I . 0 5 .00 .00 .00 .oo. 1 0 .00 1 . 4 8 . 0·0' .00 .00 .00 395 9 .00 1 . 0 7 .00 .00 .00 .00 I 1 0 .00 1 . 5 1 .00 . 0 o, .00 .00 396 9 ,,0 0 1.09 .00 .00 .00 .00 1 0 .00 1 .54 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc:- I FRAME * CALLAWAY MIXER MAT FND. PAGE NO. .19 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 397 9 .. .00 I . I I .00 .00 . o_o .00 I 0 .00 1.57 . 0 0 .00 .00 .00 398 9 .00 I . I 3 .00 .00 .0Q . 0 0 I I 0 .00 I . 6 0 .00 .00 .00 .00 399 9 .00 I . 1 S .00 .00 .00 .00 !'0 .00 I • 6 3 . 00 .00 .00 .00 400 9 .00 I . 1 6 .00 .00 .00 .00 I 1 0 .00 1 . 6 5 .00 .00 .00 .00 401 9 .00 1 . 1 8 .00 .00 .00 .00 1 0 .00 I . 6 8 .00 .00 .00 .00 402 9 . o o· 1 . 2 0 .00 .00 .00 .00 I 1 0 .00 1 . 7 0 .00 .00 .00 .00 403 9 .00 -1. 22 .00 .00 .00 . 0 0 1 0 .00 1. 7 2 ·• ·0'0 .00 .00 .00 404 9 .00 I . 2 3 .00 . 0-0 .00 .00 I 1 0 · .00 1 . 7 3 .00 .00 .00 .00 405 9 .00 1 . 2 4 .00 .00 .00 .00 IQ .00 I . 7 4 .00 .00 .00 .00 406 9 .00 I . 24 .00 .00 .00 .00 ·I 0 .00 I . 7 3 .00 .00 .00 .00 1-407 9 .00 I . 2 4 .00 .00 .00 .00 I 0 .00 I . 7 I .00 .00 .00 .00 408 9 .00 I . 2 2 . 00 .00 .00 .00 I 0 .00 I . 68 .00 . o·o .00 .00 I 409 9 .00 1 . 20 .00 .00 .00 .00 I 0 • 0·0 I . 6 4 .00 .00 .00 .00 4 I 0 9 .00 I . I 8 .00 .00 .00 .00 I 0 .00 I . 6 0 .00 .00 .00 .00 I 4 I I 9 .00 1 . 1 S .00 .00 .00 .00 I 0 .00 I . S 4 .00 .00 . 0 0 .00 412 9 .00 I . 1 2 .00 .. 0 0 .00 .00 I 0 .00 I . 4 8 .00 .00 . 0 0 . .00 I 413 9 .00 1.08 . o.o .00 .00 .00 I 0 .00 1 . 4 I .00 .00 .00 .00 ,4 1 4 9 .00 1.04 . 0.0 .00 .00 .00 I 0 .00 1 . 3 4 . 0 0 .00 .00 .00 I 4 IS 9 .00 i . 0 0 .00 .00 .00 .00 I 0 .00 I . 2 7 .00 .00 .00 .00 4 I 6 9 .00 .96 . 0-0 .00 .00 .00 1 0 .00 1 . 1 9 .00 .00 .00 .00 4 I 7 9 .00 .92 .00 .00 .00 .00 I I 0 .00 i . I 2 .00 .00 .00 .00 4 I 8 9 .00 .88 .00 .00 .00 .00 I 0 .00 1.04 . 0 0 .00 .00 .00 423 9 .00 I . 0 7 .00 .00 .00 .00 I I 0 .00 i . 4 9 .oo .00 .00 .00 424 9 .00 I . 0 9 .00 .oo .00 .00 I 0 .00 1.52 .00 ·. 0 0 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 20 * I SUPPORT REACTIONS -UNIT KU! FEET STRUCTURE TYPE SPACE ----~. --------~ --- JOINT LOAD FORCE-X F-ORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 425 9 .00 1 . 1 0 .00 .00 .00 .00 1 0 .00 1 . 5 5 .00 .00 .00 .00 426 9 . 0 0 1 . 1 4 .00 .00 .00 .00 I 1.0 .00 1 . 5 8 .00 .00 .00 .00 427 9 .00 1 . 1 4 .00 .00 .00 .00 1 0 . 0 0 1 . 6 0 .00 .00 .00 .00 428 9 . 0 0 1 . rs .00 .00 .00 .00 I 1 0 .00 1.63 .00 .00 .00 .00 429 .9 .00 1. 1 7 .00 .00 .00 .00 1 0 .00 1 .66 .00 .00 .00 .00 430 9 .00 1. 19 .00 .00 .00 .00 I 1 0 . 0 0 1.69 .00 .00 .00 .00 43'1 9 . 0 0 1 . 2 1 .00 .00 .00 .00 1 0 .00 1 . 7 1 .00 .00 .00 .00 432 9 .00 1 . 2 3 .00 .00 .00 .00 ·1. 1 0 .00 1.74 .00 .00 .00 .00 433 9 .00 1 . 2 5 .00 .00 .00 .00 .1 0 .00 1.76 .00 .00 .00 .00 434 9 .00 1.27 .00 .00 .00 .00 I 0 .00 1.78 .00 .00 .00 .00 I 435 9 ,00 1 .28 .00 .00 .00 .00 1 0 .00 1 . 7 9 l. .OQ .00 .00 .00 436 9 .00 l:. 2 8 .00 .00 .00 .00 10 .00 1 . 7 8 .0Q . o·o .00 .00 I 437 9 .00 1.28 .00 .00 .00 .00 1 0 .00 1 . 7 7 .00 .00 .00 .00 438 9 .00 1 . 2 7 .00 .00 .00 .00 1 0 .00 1 . 7 4 .00 .00 .00 .00 I 439 9 .00 1 . 2 5 .00 .00 .00 .00 10 .00 1 . 7 o· .00 .00 .00 .00 440 9 . 0 0 1 . 2 2 .00 .00 .00 .00 1 0 . 0 0 1 . 6 5 .00 .00 . 0 0 .00 I 441 9 . 0 0 1 . 1 9 .00 .00 .00 .00 I 0 .00 1 . 6 o. .00 .00 .00 .00 442 9 .00 1 . 1 6 .00 .00 .00 .00 1 0 .00 1 .53 .00 .00 .00 .00 I 443 9 .00 1 . 1 2 .00 .00 . 0 0 .00 1 0 . 0 0 1.47 .00 .00 .00 .00 444 9 .00 1.09 . 0 0. .00 .00 .00 1 0 . 0 0 1.40 .·o o .00 .00 .00 445 9 .00 1.05 . 0 0 . .00 .00 .00 I 10 .00 1 .33 . 0·0 .00 .00 .00 446 9 .00 1 . 0 1 .00 .00 .00 .00 1 0 .00 1 . 2 5 .00 .00 .00 .00 447 9 .00 .97 .OQ .00 .00 .00 I 1 0 .00 1 . 1 8 .00 .00 .00 .00 448 9 .00 .93 .00 .00 .00 .00 1 0 .00 1 . 1 0 .00 .00 .Q0 .00 -~~"'; I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 2 I * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ____________ .; ____ JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 453 9 .00 1 . 1 1 .00 .00 .00 .00 10 .00 1 . 5 3 .00 .00 .00 .00 454 9 .00 1 . 1 2 . 0 O· .00 .OQ .00 I 1 0 .00 1 . 5 6 . o,o .00 .00 .00 455 9 .00 I . 1 4 .00 .00 .00 .00 1 0 .00 1.59 .00 .00 .00 .00 456 9 .00 1 . 1 5 .00 .00 .00 .00 I 1 0 .00 1 . 6 1 .00 . ,0 0 .00 .00 457 9 .00 1 . 1 7 .00 .00 .00 .00 1 0 .00 ).64 .00 .00 .00 .00 458 9 ·. 0 0 1 . 1 9 .00 .00 .00 .00 I I 0 . 0 o. 1.67 .00 .00 .00 .00 459 9 .00 1 . 2 1 .00 .00 .00 .00 1 0 .00 1 . 7 0 .00 .00 .00 .00 460 9 .00 I . 23 .00 .00 .00 .00 I I 0 .00 I .73 .00 .00 .00 .00 461 9 .00 1.25 ,00 .00 .00 .00 I 0 . 0.0 I . 7 5 .00 .00 .00 .00 462 9 .00 I . 2 7 .00 .00 .00 .00 1 0 .00 I . 7 8 .00 .00 .00 .00 I 463 9 .00 I . 2 9 .00 .00 .00 .00 1 o. .00 1 . 8 I .00 .00 .00 .00 464 9 .00 I. 3 I .00 .00 . 0-0 .00 1 0 .00 I . 8 ~ .00 .00 .00 .00 I 465 9 .00 1.33 .00 .00 .00 .00 I 0 .00 I . 8 5 .00 .00 .00 .00 466 9 .00 1 . 3 4 .00 .00 .. 0 0 .00 I 0 .00 I . 8 5 .00 .00 .00 .00 I 467 9 .00 I . 3 4 .00 .00 .00 .00 I 0 .00 1.84 .00 .00 .00 .00 468 9 .QO 1 .. 3 3 .00 .00 .00 .00 1 0 .00 I . 8 1 .00 .00 .00 .00 I 469 9 .00 I . 3 I .00 .00 .00 .00 1 0 .00 1 . 7 7 .00 .00 .00 .00 470 9 .00 I . 2 8 .oo .. 0 0 .00 .00 1 0 .00 1.72 .00 .00 . 0 0 .00 471 9 .00 I . 2 5 .QO .00 .00 .00 I 1 0 .00 I . 6 6 .00 .00 .00 .00 472 9 .00 1 . 2 I .00 .00 .00 .00 I 0 .00 1.60 .00 .00 .00 .00 473 9 .00 I . 1 7 .00 .00 .00 .00 I 1 0 .00 I .53 .00 .00 .00 .00 474 9 .00 1 . 1 4 .00 .00 .00 .00 1 0 .00 1 . 4 6 .00 .00 .00 .00 475 9 .00 I . 1 0 .00 .00 .00 .00 I. 1 (l .00 '1 • 3 9 .00 .00 .00 .00 4 7 6. 9 .00 I . 0 6 .00 .00 .00 .00 1 0 .00 1 . 3 2 .00 .00 .00 .00 I .1 I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 22 * I SUPPORT REACTIONS -UNIT J(I p FEET, STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 477 9. .. 0 0 1 . 0 3 .00 . 0-0 .00 .00 1 0 .00 1 . 2 S .00 .00 .00 .00 478 9 .00 .99 .00 .00 .0Q .00 I 1 0 .00 1 . I 7 .00 .00 .00 .00 483 9 .00 1 . 1 S .00 .00 .00 .00 1 0 .00 1 . S 9 .00 .00 . 0 0 .00 484 9 .00 1 . 1 7 .00 .00 .00 .00 I 1 0 .00 1 . 6 1 .00 .00 .00 .00 485 9 .00 1 . I 8 .00 .00 .00 .00 1 0 .00 1 . 6 3 .00 .00 .00 .00 486 9 .00 1 . 1 9 .00 .00 .00 .00 I 1 0 .00 1.66 .00 .00 .00 .00 487 9 . 0 0 . 1 . 2 1 .00 .00 .00 .00 1 0 .00 1 . 6 8 .. 00 . o o· .00 .00 488 9 .00 1 . 2 2 . 0.0 .oo .00 .00 I 1 0 .00 1 . 7 1 .00 . 0 0 .00 .00 489 9 .00 . 1 . 2 4 . 0-0 .00 .00 .00 1 0 .00 1.74 .. 00 .00 .00 .00 490 9 .00 1 . 2 6 .00 .00 .00 .00 1 0 .00 1 . 7 7 .00 .00 .00 .00 I 4 9 1 9 .00 1 . 2 9 .00 .00 .00 .00 1 0 .0Q 1 . 8 0 .00 .00 .00 .00 492 9 .00 1 . 3 1 .00 .00 .00 .00 1 0 .00 1 . ·8 4 .00 .00 .00 .00 I 493 9 .00 1 . 3 4 .00 .00 .00 .00 1 0 .00 1 . 8 7 .00 .00 .00 .00 494 9 .00 1 . 3 6 .00 .00 .00 .00 1 0 .00 1 . 8 9 .00 .00 . 0 0 .00 I 495 9 :oo 1 . 3 9 .00 .00 .00 .00 10 .00 1 . 9 1 . 0-0 .00 .00 .00 496 9 .00 1 . 4 0 .00 .00 .00 .00 1 0 .00 1 . 9 3 .00 .00 .00 .00 I 497 9 .00 1 . 4 0 .00 .00 .00 .00 1 0 .. 0 0 1 .92 .00 .00 .00 .00 4 9 8. 9 .00 1 . 3 9 .00 .00 .00 .00 I 0 .00 1.89 .00 • O·O .00 .00 I 499 9 .00 1 . 3 7 .00 .00 .00 .00 1 0 .00 1 . 8 5 .00 . 0·0 .00 .00 500 9 .00 1. 34 .00 .00 .00 .00 1 0 .00 1.79 .00 .00 .00 .00 SO l 9 ,00 1 . 3 0 .00 .00 .00 .00 I i 0 .00 I . 7 3 .00 .00 . 0 0 .00 s.o 2 9 .00 1 . 2 7 .00 .00 .00 .00 1 0 .00. I . 6 7 .00 .00 .00 .00 S 03 9 .00 1 . 2 3 .00 .00 .00 .00 I 1 0 .00 I.60 .00 .00 .00 .00 S04 .9 .00 1 . I 9 .00 .00 .00 .00 1 0 .00 1 . S 3 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --·PAGE NO. 23 * I' SUPPORT REACTIONS -UNIT KIP FEET -S.TRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 505 9 -.. 0 0 l . I 6 .00 .00 .00 .00 I 0 .00 l. 4 6 .00 .00 .00 .00 506 9 .00 I . I 2 .00 .00 . 0 0. .00 I I 0 .00 I . 3 9 .00 .00 .00 .00 507 9 .00 I . 0 9 .00 .00 .00 .00 I 0 .00 1.32 .00 .00 .00 .00 508 9 .00 I . 0 5 .00 .00 .00 .00 I 1 a aa I ,s ao oa ao QO 92 9 .00 .86 .00 .00 .00 .00 I 0 . o o· f. 20 .00 .00 .00 .00 l I 9 9 .00 .58 .OQ .00 .00 .00 I I 0 .00 .59 .. b-0 -.00 .00 .00 122 9 .00 .83 .00 .00 .00 .00 I 0 . 0.0 l . I 6 -. 0 0 .00 .00 .00 l 4 9 9 . 0 0 .56 .00 .00 .00 .00 I l 0 .00 .57 .00 . o.o .00 .00 l 5 2 9 . 0 0 .80 .00 .00 .00 .00 l 0 .00 l . l 2 .00 .00 .00 .00 179 9 .00 .54 .00 .00 .00 .00 'I IO .00 .57 .00 .00 .00 .00 l 8 2 9 .00 . 77 .00 ., 0 0 .00 .00 l 0 .00 l . 0 8 .00 .00 .00 .00 209 9 .00 .53 . 0 0 . 0 0-.00 .00 -1 0 .00 .56 . 0 0 .00 .00 .00 I · 2 12 9 .00 .75 .00 .oo .00 .00 I 0 .00 1 . 0 6 .00 .00 .00 .00 239 9 . 0 0 .52 .. 0 0 .00 .00 .00 I 0 .00 .56 .00 .00 .00 .00 I 242 9 . 0 0 -.73 .00 .00 . 0 0 .00 I 0 .00 1.04 : 0 0 .00 .00 .00 269 9 .00 .52 .00 .00 .00 .00 1 0 .00 .57 .00 .oo .00 .00 I 272 9 . 0 0 .72 . 0 0 .00 .00 .00 1 0 .00 1,. 0 3 .00 .00 .00 .00 299 9 .00 .53 . 0 0 .00 .00 .00 I 0 .00 .59 .00 .00 .00 .00 I 302 9 .00 .72 .00 .00 .00 .00 1 0 .00 1 . 0 2 .00 .00 .00 .QO 329 9 .00 .55 .00 .QO .00 .00 I 0 .00 . 6 I .00 .00 .00 .00 332 9 .00 .73 .00 .00 .00 .00 I 1 0 .00 I . 0 3 .00 .00 .00 .00 359 9 • Q 0 .57 .00 .00 .00 .00 l 0 .00 .64 .00 .00 .00 .00 362 9 .oo .74 .qo .00 .00 .00 I 1 b .00 1 . 0 4 .00 .00 .00 .00 389 9 .00 .59 .00 .00 .00 .00 1 0 .00 .68 . 0'0 .00 .00 .00 I I I I I -· User ID: Research Engineers, Inc. I FRAME * CALLA,WAY MIXER MAT fND. --PAGE NO. 24 * I SUPJ>ORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE~X FORCE-Y FORCE-:Z. MOM-X MOM-Y MOM z 392 9 .. 0 0 .76 .00 .00 .00 .00 1 0 .00 I . 0 7 .00 .00 .00 .00 I 419 9 .00 .63 .00 . 0 0 .00 .00 1 0 . 0 O· .72 .00 .00 .·0 0 .00 422 9 .00 .79 .00 .00 .00 .00 1 0 .00 1.09 .00 .00 .00 .00 449 9 .00 . 6 7 .00 .00 .00 .00 I 1 0 .00 ,77 .00 .. 0 0 .00 .00 452 9 .00 .. 8 2 .00 .00 .00 .00 1 0 .00 1 • 13 .00 .00 .00 .00 479 9 .00 . 7 I .00 .00 .00 .00 I 1 0 . 0-0 .83 .00 . 0.0 .00 .00 482 9 .00 .85 .00 .00 . 0 0 .00 1 0 .00 I . I 7 ,. 0 0 .00 .00 .00 509 9 .00 .76 .00 .00 .00 .00 I 1 0 .00 .88 .00 .. 0 0 .00 .00 63 9 .00 . 6'0 2.57 . 0 0 .00 .00 I 0 .00 .84 3. 0 8 .00 .00 .00 64 9 .00 .60 •. 0 0 .00 .00 .00 I 1 0 .00 . 8-4 .00 .00 .00 .00 65 9 .00 . 6 I .00 .do .00 .00 1 0 .00 .84 .00 . () 0 .00 .00 ~6 9 .00 . 6· I .00 .00 .00 .00 10 .00 .85 .00 .00 .00 .00 ·1 67 9 .00 . 6 1 .00 .00 .00 .00 1 0 .00 .85 .ob .00 .00 .00 6,8 9 .00 . 6 1 .00 .00 .00 .00 1 0 .00 .86 .00 .00 .00 .00 I 69 9 .00 .62 .00 .00 .00 .00 1 0 .00 .86 .00 .00 .00 .00 70 9 .00 .6i .00 .00 .00 .00 1 0 .00 .87 .00 .00 .00 .00 I 7 1 9 . 0 0-.63 .00 .00 .00 .00 1 0 .00 .88 .00 .00 .00 .00 72 9 .00 .64 .00 .00 .00 .00 1 0 .00 .89 .00 .00 .00 .00 I 73 9 .00 .65 .00 .00 .00 .00 1 0 .00 .89 . 0-0 .00 .00 .00 74 9 .00 .66 .00 .00 .00 .00 1 0 .00 .90 .00 .00 .00 .00 I 75 9 .00 .66 . 0 0 .00 .00 .00 I 0 .00 .90 .00 .00 .00 .00 76 9 .00 .67 . 0 0 .00 .00 .00 1 0 .00 .90· . O·O . O·O .00 .00 77 9 3. 3 3 .66 4.64 .00 .00 .00 I 1 0 3.75 .89 6.58 .00 .00 .00 78 9 .00 .65 .00 .00 .00 .00 1 0 .00 .86 .00 . 'O 0 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 25 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 79 9 -· 0 0 .63 .00 .00 .00 .00 I 0 .00 . 8 3 .00 .00 .00 .00 80 9 .00 . 6 I .00 .00 .00 .00 I I 0 .00 .79 .. 0 0 .00 .00 .00 8 I 9 .00 .59 .00 . 0.0 .00 .00 I 0 .00 .75 .00 .00 .00 .00 82 9 .00 . 5 6 .00 . 0 0 .00 .00 I I 0 .00 . 7 I .00 .00 .00 .00 83 9 .00 .54 .00 .00 .00 .00 I 0 ·-0 0 .67 .00 .00 .00 .00 84 9 .00 . 5 I .00 .00 .00 .00 I I 0 .QO .62 .00 .00 .00 .00 85 9 .00 .49 .00 .00 .00 .00 I 0 .00 .58 .00 .00 .00 .00 86 9 .00 .47 .00 .00 .00 .00 I I 0 .00 .53 .00 .00 .00 .00 87 9 .00 .45 .00 .00 .00 .00 I 0 .00 .49 .00 .00 .00 .00 88 9 -3.52 .42 2.05 .00 .. .00 .00 I I 0 -3 . 9 5 .45 2.05 .00 .00 .00 5 I 3 9 .00 .60 -2.49 .00 .00 .00 I 0 .00 .82 -2.94 .00 .00 .00 5 I 4· 9 .00 . 6 I .00 .00 .00 .00 I 0 .00 . 8 3 . 0 0 .00 .00 .00 I 5 I 5 9 .00 . 6 I .00 .00 .00 .00 I 0 .00 .84 .00 .00 .00 .00 5 I 6 9 .00 .62 .00 .00 .00 .00 I 0 .00 . 8 5 .00 .00 .00 .00 I 5 I 7 9 .00 .62 .00 -. 0 0 .00 .00 I 0 .00 .86 .00 . 0 0 .00 .00 5 I 8 9 .00 . 63 .00 .00 .00 .00 I 0 .00 . 8 8 .00 .00 .00 .00 I 5 I 9 9 .00 .64 .00 .00 .00 .00 I 0 .00 .89 .00 .00 .00 .00 520 9 .00 .65 .00 .00 .00 .00 I 0 .00 . 9 I .00 . 0 0 .00 .00 I 5 2 I 9 .00 . 6 7 · .00 .00 .00 .00 I 0 .00 .93 .00 .00 .00 .00 522 9 .00 .68 .00 .00 .00 .00 I 0 .00 .95 .00 • O·O .00 .00 523 9 .00 .70 .00 .00 .00 .00 I I 0 .00 .96 .00 . 0 0 . .00 .00 524 9 .00 . 7 I .00 .00 .00 .00 I 0 .00 ·. 9 8 .00 . 0 0 .00 .00 525 9 .00 .72 .00 .00 .00 .00 I 1 0 .00 .99 . 0 O .00 .00 .00 526 9 .00 . 7 3 .00 .00 .00 .00 1 0 .00 1 . 0 0 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc:- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. . 2 6 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT ~OAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 527 9 .3 .. 94 .74 -4.65 .00 .00 .00 1 0 4.77 I . 0 0 •6.62 .00 .00 .00 528 9 .00 .73 .00 .00 .00 .00 1, 1 0 , 0 0 .99 .00 .00 .00 .00 529 9 . 0 0 . 72 .00 .00 .00 .00 1 0 . 0,0 .96 .00 .00 .00 . 0 0 530 9 .00 .70 .00 .00 .00 .00 I I 0 . o,o .94 .00 .00 .00 .00 531 9 .00 . 6 8 .00 .00 .00 .00 1 ,0 .00 . 9,0 .00 .00 .00 .00 532 9 . o o· .66 . O·O .00 .00 .00 I I 0 .00 . 8 7 . 0 0 , .00 .00 .00 533 9 .00 .64 .00 .00 .00 .00 1 0 .00 .84 . o·o .00 .00 .00 534 9 .00 .63 .00 .00 .00 .00 I I 0 .00 .80 .00 .00 .00 .00 535 9 .00 . 6 1 .00 .00 .00 .00 1 0 .00 .77 .00 .00 .00 .00 536 9 .00 .59 . 0,0 .00 .00 .00 1. I 0 .00 .73 .00 .00 .00 .00 537 9 .00 .58 . ·O 0 .. o 0 .00 .00 10 .00 .70 .00 .00 .00 .00 538 9 -4.45 .56 -2 . 1 5 .00 .00 .00 1 0 -5 .. 4 8 .67 -2. 20 ~ .00 .00 I 9 1 9 .00 .19 .00 .00 .00 .00 1 0 .00 .40 .00 .00 . 0 0 .00 120 9 .00 . 19 .00 .00 . 0 0 .00 1 0 . 0 0 . I 8 .00 .00 .00 .00 I I 2 I 9 . 0 0, .27 .00 .00 . 00 .00 I 0 .00 .38 .00 .00 .00 .00 I 5 0 9 .00 . I 8 .00 .00 ,. 0 0 .00 1 0 .00 . I 8 .00 .00 . 0 0 · .00 I 1 5 1 9 .00 .26 .00 .00 .00 .00 1 0 . 00 .37 . 0 0 . .00 ·. 0 0 .00 180 9 .00 . 1 7 .00 .00 .00 .00 I 0 .00 . I 8 . 0 0 .00 .00 .00 I I 8 I 9 .00 .25 .00 .00 .00 .00 I 0 .00 .36 .00 .00 .00 .00 2 i 0 9 .00 . I 7 .00 .00 .00 .00 I 0 .00 . 1 8 .00 .00 .00 .00 2 1 1 9 .00 .25 .00 .00 .00 .00 I 1 0 .00 . 3 5 .00 .00 .00 .00 240 9 .00 . 1 7 .·o o .00 .00 .00 I 0 .00 ., 1 8 .00 .00 .00 .00 241 9 .00 .24 .00 .00 .00 .00 I 1 0 .00 . 3 4 .00 .00 .00 .00 270 9 .00 . I 7 .00 .00 .00 .00 I 0 .00 . I 8 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 27 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- IJOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 2 7 1 9 .• 0 0 .24 .00 .00 .00 .00 1 0 .00 .34 .00 .00 .00 .00 300 .9 .00 . 1 7 .00 .00 .00 . 0 0 I 1 0 .00 . 1 9 .00 .00 .00 .00 3 0 1 ·9 .00 .24 .00 .00 .00 .00 1 0 .00 . 34 .00 . 0 0 .00 .00 330 9 .00 . I 8 .00 .00 .00 .00 I 10 .00 . 1 9 .00 .00 .00 .00 331 9 .00 .24 .00 .00 .00 .00 1 0 .00 .34 .00 .00 .00 .00 360 9 .00 . 1 8 .00 .00 .00 .00 I 1 0 .00 .20 .00 .00 .00 .00 3 6 1 9 .00 .24 .00 .00 .00 .00 I 0 .00 .34 .00 .00 .00 .00 390 9 . 0 0 . 1 9 .00 .00 .00 . 0 0 I 1 0 .00 .22 .00 .00 .00 .00 391 9 .00 .25 .00 .00 .00 .00 1 0 . 0 0 .35 .00 .oo .00 .00 420· 9 .00 .20 .00 . 0 0 .00 .00 I 1 0 .00 .23 .00 .00 .00 .00 421 9 . 0 0 .26 .00 .00 .00 .00 10 .00 .36 .00 .00 .00 .00 450 9 .00 .22 .00 .OQ .00 .00 1 0 . 0 0 .25 . 0 0. .00 .00 .00 I . 4 5 1 9 .00 .27 .00 .00 .00 .00 10 .00 .37 .00 .00 .00 .00 480 9 .00 .23 .00 .00 .00 .00 I 0 .00 .27 .00 .00 .00 .00 I 4 8 I 9 .00 .28 .00 .00 .00 .00 i 0 .00 .39 .00 . 0-0 .00 .00 5 1 0. 9 ,00 .25 .00 . o o· .00 .00 10 .00 . 29 .00 .00 .00 .00 I . 6 2 9 .00 .45 .00 .00 .00 .00 1 0 .00 .62 .00 .00 .00 .00 89 9 .00 .30 .00 .00 .00 .00 l 0 .00 . 3 0 . 0,0 .00 .00 .00 I 512 9 .00 .45 .00 .00 .00 .00 1 0 .00 . 6 1 .00 . o·o .00 .00 539 9 .00 . 4 1 .00 .00 .00 .00 IQ QQ ~2 ,QQ .00 .00 .00 6 1 9 . o 6 . 1 5 .00 .00 . 0 O· .00 I 1 0 . 0 o. . 2 1 .00 .00 .00 .00 90 9 .00 . 1 0 .00 .00 .00 .00 1 0 .00 .09 .00 .00 .00 .00 5 1 1 9 .00 . I 5 .Q0 .00 .00 .00 I· I 0 .00 .20 .00 .00 .00 .00 540 9 .00 . I 3 .00 .00 .00 .00 1 0 .00 . I 5 .00 .00 .00 .00 ... ~~ I· I I· I I -I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* CALLAWAY MIXER MAT FND. --PAGE NO. 28 * SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE= SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z ************** END OF LATEST ANALYSIS RESULT************** 3 4 6. * 347. LOAD LIST 15 TO 18 348. **** (OVERTURNING CHECK) 349. PRINT SUPPORT REACTfONS -User ID: Research Engineers;Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 29 * I SUPPORT REACTIONS -UNIT J(I p FEET STRUCTURE TYPE ~ SPACE ----------------- JOiNT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 93 15 .00 I . 6 3 .00 .00 .00 .00 I 6 .00 .28 .00 .00 .00 .00 17 .00 .74 .00 .00 · . 0 0 .00 I I 8 .00 I . I 7 .00 .00 .00 .00 94 1, .00 I . 64 .00 .00 .00 .00 1 6 .00 .28 .00 .00 .00 .00 1 7 .00 .76 .00 .00 .00 .00 I 1 8 .00 I . I 6 .00 .00 .00 .00 95 I 5 .00 1 . 6 4 .00 .00 .00 .00 1 6 .00 .29 .00 .00 .00 .00 1 7 .00 .77 .00 .00 .00 .00 I 1 8 .00 1 . 1 5 .00 .00 .00 .00 96 1 5 .00 I . 6 4 .00 .00 .00 .00 I 6 .00 .29 ·. 0 0 .00 .00 . 0 0 I 7 .00 .78 .00 .00 .00 .00 I 1 8 .00 1 . I 5 .00 .. o 0 .00 .00 97 1 5 .00 r.64 ,00 .00 .00 .00 I 6 .00 .30 .00 .00 .00 .00 1 7 .00 . 8 0 .00 . 0 0 .00 .00 1 8 .00 1 . .14 .OQ .00 .00 .00 I 98 1 5 ,00 1 . 6 4 .00 .00 .00 .00 1 6 .00 . 3 0 .00 .00 .00 .00 1 7 .00 . 8 1 .00 . 0 0 .00 .00 1 8 .00 1 . I 3 .00 .00 .00 .00 I· 99 p .00 I . 6 4 .00 .00 .00 .00 1 6 .00 . 3 I .00 . o o· .00 .00 1 7 .. 0 0 . 8 3. .00 .00 .00 .00 1 8 .00 1 . 1 2 . 0-0 . 0 0 · .00 .00 I 100 1 5 .00 I . 6 5 . O·O .00 .00 .00 1 6 .00 .32 .. 0 0 .00 .00 .00 1 7 .00 . 8 5 . 0 0 .00 .00 .00 1 8 .00 1. p . 0 0 .00 .00 .00 I 101 l 5 .00 1 . 6 6 . 0 0 .00 .00 .00 1 6 .00 .32 .00 .00 .00 .00 1 7 .00 .87 .00 .00 .00 .00 1 8 .00 I . I I .00 .00 .00 .00 102 1 5 .00 1 . 6 7 .00 .00 .00 .00 I 1 6 .00 . 3 3 .00 .00 .00 .00 1 7 .00 .89 .00 .00 .00 . 0 0 1 8 .00 1 . I 1 .. 0 Q .00 .00 .00 IO 3 I 5 .00 I . 6 7 .00 .00 .00 .00 I 1 6 .00 .34 .00 .00 .00 .00 1 7 .00 . 9 1 .00 .00 .00 .00 1 8 .00 1 . I 0 .00 .00 .00 . 0 0 104 i 5 . O·O 1 . 6 8 .00 .00 .00 .00 I 1 6 .00 ;34 .00 .00 .00 .00 1 7 .00 .93 .00 .00 .00 .00 i 8 .00 I . 09 .00 .00 .00 .00 I ·I .I I I -User ID: Research Engineers, Inc. I .FRAME * C'ALLAWAY MIXER MAT FND. --PAGE NO. 30 * I SUP·PORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE~Y FORCE-Z MOM-X MOM-Y MOM z 105 1 5 -.. 0 0 1.69 .00 .00 .00 .00 1 6 .00 .35 .00 .00 .00 .00 17 .00 .95 .00 .00 .00 .00 I .18. .00 1 . 0 8 .00 .00 .00 .00 1 0 6 1 5 .00 1.69 .00 .00 .00 .00 1 6 .00 .35 . 0 0 , 0 0 .00 .00 1 7 .00 .97 .00 .00 .00 .00 I 1 8 .00 I. 07 .00 .00 .00 .00 1 0 7 1 5 . O·O 1 . 6 9 .00 .00 .00 .00 1 6 .00 .34 .00 .00 .00 .00 1 7 .00 .99 .0() .00 .00 .00 I 18 .00 1.04 .00 .00 .00 .00 1 0 8 1 5 .00 1 . 6 8 .00 .00 .00 .00 1 6 .00 .33 .00 .00 .00 .00 1 7 .00 1 . 0 0 .00 .00 .00 .00 I 1 8 .00 1 . 0 1 . 0 0 .00 .00 .00 109 1 5 .oo 1.66 . 00 .00 .00 .00 1 6 .00 .32 .00 .00 .00 .00 1 7 .00 1 . 0 1 .00 .00 .00 .00 ·I 1 8 .OQ .97 .00 .00 .00 .00 1 1 0 I 5 .00 1.64 . 0 0 .00 .00 .00 1 6 .00 . 3 0-.00 .00 .00 .00 1 7 .00 1 . 0 1 .00 .00 .00 .00 1 8 .00 .92 . 0 0 .00 .00 .00 1· 1 1 1 I 5 .00 1 . 6 1 .00 .00 .00 .00 1 6 .00 .28 .00 .00 .00 .00 17 .00 1 . 0.2 : 0 0 .00 .00 .00 1 8 .00 .87 .00 .00 .00 .00 I 1 l 2 1 5 .00 1 . 5·9 .00 .oo .00 .00 1 6 .00 .26 .00 .00 .00 .00 17 .00 1.03 .00 .00 .00 .00 1 8 .00 . 8 1 .00 .00 .00 .00 I 1 1 3 1 5 .00 1 . 5 7 .00 .00 .00 .00 1 6 .00 .23 .00 .00 .00 .00 1 7 .00 1 . 0 4 .00 .00 .00 .00 18 .00 .76 .00 .00 .00 .00 I 1 I 4 1 5 .00 1 . 5 4 .00 .00 .00 .00 16 .00 . 2 1 .00 .00 .00 .00 1 7 ,00 1 . 0 5 .00 .00 .00 .00 1 8 .ob .70 .00 .00 .00 .00 I 1 1 5 15 .00 1 . 5 2 .00 .00 .00 .00 1 6 .00 . 1 8 .00 .00 .00 .00 1 7 . 00 1.06 . 0 0 . .00 .00 .00 1 8 .00 .64 .00 .00 .00 .00 1 1 6 1 5 . o·o 1 . 5 0 . 0 0 .00 .00 .00 I 1 6 .00 . 1 6 . ·o o .00 .00 .00 1 7 .00 1 . 0 8 .00 .00 .00 .00 1 8 .00 .57 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALJ.,AWAY MIXER MAT FND. --·PAGE NO. 3 I * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE" TYPE = SPACE -----------------I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 1 1 7 1 5 .. 0 0 1 . 4 7 .00 .00 .00 .00 1 6 .00 . 1 3 .00 .00 .00 .00 1 7 .00 I . 0 9 .00 .00 . 0 0. .00 I 1 8 .00 . 5 1 .00 .00 .00 . 0 0 1 1 8 1 5 .06 I . 4 5 . ·o o .00 .00 .00 1 6 .00 . 1 1 .00 .00 .00 .00 1 7 .00 l . 1 1 .00 .00 .00 .00 I 1 8 .00 .45 .00 .00 .00 .00 123 I 5 .00 1 . 5 0 .00 .00 .00 .00 I 6 .00 .36 .00 .00 .00 .00 I 7 .00 .72 .00 .00 .00 .00 I I 8 .ob I . 1 4 .00 .00 .00 .00 124 1.5 .00 I. 5 0 .00 .00 .00 . 0 0 1 6 . 0·0 .37 . 0 0 .00 .00 .00 1 7 .00 .74 .00 .00 .00 .00 I 1 8 .00 1 . I 3 .00 .00 .00 .00 125 I 5 .00 1.50 .00 .00 .00 .00 1 6 .00 . 3 7 .00 .00 .00. . 0 0 1 7 .00 .75 .Q0 .00 .00 .00 I 1 8 .00 1 . 1 3 .00 .00 .00 . 0 0 126 l 5 .00 1 . 5 l .00 .00 .00 . 0 0 l 6 .00 .38 .00 .00 .00 .00 l 7 .00 .76 .00 .00 .00 .00 l 8 .00 1 . 1 2 .00 .00 .00 .00 I 127 1 5 .00 1 . 5 1 .00 .00 .00 .00 l 6 .00 .38 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 l 8 .00 l . I 1 .00 .00 .00 .00 I 128 l 5 .00 l . 5 2 .00 .00 .00 .00 l 6 .00 .39 .00 .00 .00 .00 l 7 . ()0 .80 .00 .00 .00 .00 1 8 .00 1 . 1 1 .00 .00 .00 . 0 0 I 129 1 5 .00 l . 5 2 .00 .00 .00 .00 1 6 ,. 0 0 .40 .00 .00 .0Q .00 l 7 . 0 0 . 8 1 .·o o .00 .00 .00 l 8 .00 1 . l 0 .00 .00 .00 .00 I 130 l 5 .00 1 . 5 3 .00 .00 .00 . 0 0 l 6 .00 .40 .00 .00 .00 .00 1 7 .00 .83 .00 .00 .00 .00 l 8 .00 1 : 0 9 .00 .00 .00 .00 l 3 1 1 5 .00 1.53 . 0 0 .00 .00 .00 I 1 6 .00 .41 .00 .00 .00 .00 1 7 .00 .85 .00 .00 .00 .00 1 8 . 0-0 l . 0 9 .00 .00 .00 .00 132 1 5 . 0 0 1 . S 4 .00 .00 .00 .00 I l 6 .00 .42 . 0 0. .00 .00 .00 l 7 .00 .88 .00 .00 .00 .00 1 8 .00 1.08 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 32 '* I SUPPORT REACTIONS -UNIT KIP 'FEET STRUCTURE TYPE S.PACE ------------·----- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z . MOM-X MOM-Y MOM z 133 1 5 -.. 0 0 1 . 5 5 .00 .00 .00 .00 16 .00 .42 .00 .00 .00 .00 1 7 .00 .90 .00 .00 . 0 0. .00 I 1 8 .00 1.07 .Q0 .Q0 .00 .00 lJ4 1 5 .00 1 . 5 6 .00 .00 .00 .00 1 6 .00 .43 .00 .00 .00 .00 11 .00 .92 .00 . 0-0 .00 .00 I 1 8 .00 1 . 0 6 .00 .00 .00 .00 135 1 5 .00 1 . 5 6 .00 ,. 0 0 .00 .00 1 6 .00 .43 .00 .00 .00 .00 1 7 .00 .94 .00 .00 .00 .00 I 1 8 .00 1 . 0 5 .00 .00 .00 .00 136 1 5 .00 1 . 5 6 .00 .00 .00 .00 1 6 .00 .43 .00 .00 .00 .00 1 7 .00 .95 .00 .00 .00 .00 I 1 8 .00 1 . 0 3 .00 .00 .00 .00 1 3 7 1 5 .00 1 . 5 6 .00 .00 .00 .00 1 6 .00 .42 .00 .00 .00 .00 1 7 .00 .97 .00 .00 .00 .00 ·1: 1 8 .00 I . 0 1 .00 .00 .00 .00 138 1 5 , .00 1. 5 4 .00 .00 .00 .00 1 6 .00 . 4 1 .00 .00 .00 .00 1 7 .00 .98 . 0-0 .00 .00 .00 1 8 .00 .98 .00 .00 .00 .00 I 139 1 5 .00 1.53 .00 .00 .00 .00 1 6 .00 .40 .00 .00 .00 .00 1 7 .00 .99 .00 .00 .00 .00 1 8 .00 .94 .00 .00 .00 .00 I 140 1 5 .00 1 . 5 1 .00 .00 .00 .00 1 6 .00 .38 • O·O .00 .00 .00 1 7 .00 1 . 0 0 .00 .00 .00 .00 1 8 .00 .90 .00 .00 .00 .00 I 141 1 5 .00 1 . 4 9 .00 .00 .00 .00 1 6 .00 .36 .00 .00 .00 .00 1 7 .00 1 . 0 0 .00 .00 .00 .00 1 8 .00 .. 8 5 .00 .00 .00 .00 .1 142 1 5 .00 1 . 4 7 · . 0 0 . 0·0 .00 .00 1 6 .00 .34 .00 .00 .00 .00 1 7 .00 1 . 0 1 .00 .00 .00 .00 1 8 .00 .80 .00 .00 .00 .00 143 1 5 .00 1 . 4 4 . 0 0 .00 .00 .00 I 16 . 0-0 .32 .00 . 0 0 . .00 .00 1 7 .00 1 . 0 2 ·. 0 0 .00 .00 .00 1 8 .00 .74 .00 .00 .00 .00 144 1 5 .00 1 . 4 2 .00 .00 .00 .00 I 1 6 .00 .30 .00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 1 8 .00 .68 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc:- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. .3 3 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X ·FORCE-Y F0RCE-Z MOM-X MOM-Y MOM z I 145 1 5 -.00 1 . 4 0 .00 .00 .00 .00 1 6 .oo .28 .00 .00 .00 .00 1 7 . 00 1 . 04 .00 .00 . 0 o . .00 I 1 8 .00 .63 .00 .00 . 0 0 .00 146 1 5 .00 1 . 3 7 . 0 0 .00 .00 .00 1 6 .00 .25 .00 .00 .00 .00 1 7 .00 1 . 0 6 .00 .00 .00 .00 I 1 8 .00 .57 .00 .00 .00 .00 147 1 5 .00 1 . 3 5 .00 .00 .00 .00 1 6 .00 .23 .00 ·. 0 0 .00 .00 1 7 .00 1 . 0 7 .00 .00 .00 .00 I 1 8 .00 .50 .00 .00 .00 .00 148 1 5 .00 1 . 3 2 .00 .00 .00 .00 1 6 .00 .20 .00 .00 .00 .00 1 7 .00 l . 0 8 .00 .00 .00 .00 I 1 8 .00 .44 .00 .00 .00 .00 1 5 3 )5 .QO 1 . 3 6 .00 .00 .00 .00 1 6 . 0 0 .45 .00 .00 .00 .00 1 7 .00 .70 .00 .00 .00 .00 1 8 .00 1 . 1 1 .00 .00 .00 .00 1-154 1 5 .00 1. 3 7 .00 .00 .00 .00 1 6 .00 .45 .00 .00 .00 .00 1 7 .00 .72 .00 .00 .00 .00 1 8 .00 1 . 1 1 .00 .00 .00 .00 I 1 5 5 1 5 .00 1 . 3 8 .00 .00 .00 .00 1 6 . 0 0 .46 .00 .00 .00 .00 1 7 . 0 0 .73 .00 .00 .00 .00 1 8 . ·o·o 1 . 1 0 .00 .00 .00 .00 I 1 5 6 1 5 .00 1 . 3 8 . 0 0 .00 .00 .00 1 6 .00 .46 .00 .00 .00 .00 1 7 .00 .75 . 0 0 .00 .00 .00 1 8 .00 1 . 1 0 .00 .00 .00 .00 I 157 1 5 .00 1 . 3. 9 .00 .00 .00 .00 1 6 . 0 0, .47 .00 .00 .00 .00 1 7 .00 .76 .00 .00 .00 .00 1 8 .00 1.09 .00 .00 .00 .00 I 1 5 8 1 5 .00 1 . 4 0 .00 .00 .00 .00 1 6 .00 .48 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 1 8 .00 1 . 0 9 .00 .00 .00 .00 159 l· 5 .00 1 . 4 0 .00 .00 .00 .00 ·I 1 6 .00 .48 .00 .00 .00 .00 1 7 .00 .80 . ·o o .00 .00 .00 1 8 .00 1 . 0 8 .00 .00 .00 .00 160 1 5 .00 1 . 4 1 .00 .00 .00 .00 I 1 6 . 0 0 .49 . o.o .00 .00 .00 1 7 .00 .82 .00 .00 .00 .00 I 8 . 0 0 1 . 0 7 .00 ·. 0 0 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 34 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-~ MOM-Y MOM z I I 6 I I 5 .• 00 I . 4 1 .00 .00 .00 .00 1 6 .00 .50 .00 .00 .00 .00 I 7 .00 .84 .00 .00 .00 .00 I I 8 . 0 0 1 . 0 7 .00 .00 .00 .00 I 6 2 I 5 .00 I. 42 .00 .00 .00 .00 1 6 .00 .50 .00 .00 .00 .00 1 7 .00 .86 .00 .00 .00 .00 I 1 8 .00 I . 0 6 .00 .00 .00 .00 163 1 5 .00 I . 4 3 .00 .00 .00 .00 I 6 .00 . 51 .00 .00 .00 .00 I 7 .00 .89 .00 .00 .00 .00 I I 8 .00 1. 0 5 .00 .00 .00 .00 164 1 5 .00 I . 4 3 .oo .00 .00 .00 I 6 .00 . 5 1 .00 .00 .00 .00 f 7 .00 . 9 1 .00 .00 .00 .00 I 1 8 .00 1.04 .00 .00 .00 .00 I 6 5 I 5 .00 1. 44 .00 .00 .00 .00 I 6 . o,o . 5 I .00 .00 .00 .00 I 7 .00 .92 .00 .00 .00 .00 1 8 .00 I . 0 2 .00 .00 .00 .00 I 166 I 5. ,00 I . 4 3 .00 . 0-0 .00 .00 I 6 .00 . 5 I .00 .00 .00 .00 I 7 .00 .94 .00 .00 .00 .00 I 8 ,. 0 0 1 . 0 I . 0 o. .00 .00 .00 I 167 I 5 .00 I . 4 3 .00 .00 .00 .00 1 6 .00 . 5 1 .00 .00 .00 .00 I 7 .00 .95 . 0 0, .00 .00 .00 I ·8 . 0 0 .98 . 0 0 .00 .00 .00 I I 6 8 I 5 .00 I'. 4 2 .00 .00 .00 .00 I 6 .00 .. 5 0 .00 .00 .00 .00 I 7 .00 .96 .00 .00 .00 .00 'l 8 .00 .95 .00 .00 .00 .00 I 169 1 5 .00 1 . 4 1 .00 . 0-0 .00 .00 I 6 . 00 .49 .00 .00 .00 .00 I 7 .00 .97 .00 .00 .00 .00 I 8 .00 .92 .00 .00 .00 .00 I 7 0 I 5 . 00 i . 3 9 . .00 .00 .00 .00 I I 6 .00 . 4·7 . 0,0 .00 .00 .00 17 .. 0 0 .98 • O,O. .00 .00 .00 I 8 .00 .88 .00 .00 .00 .00 i 7 I l 5 .00 I . 3 7 .00 .00 .00 .00 I 1 6 .00 .45 .00 .00 .00 .00 I 7 .00 .99 .00 .00 .00 .00 I 8 .00 .83 .00 .00 .00 .00 172 I 5 .00 I . 3 5 .00 .00 .00 .00 I I 6 . o·o .43 .00 .00 .00 .00 I 7 .00 I . 0 0 .00 .00 .00 .00 I 8 .00 .78 .00 .00 .00 .00 ·~:~ I· I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 3 5 * I SUPPORT REACTIONS -UNIT KIP FEET S.TRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 1 7 3 1 5 -.. 0 0 1 . 3 3 .00 .00 .00 .00 16 .00 . 4 1 .oo .00 .00 .00 1 7 . 00 1 . 0 1 .00 .00 . 0 0 . .00 I 1 8 .00 .73 .00 .00 .00 .00 174 1 5 .00 1 . 3 0 .00 .00 .00 .00 1 6 .00 .39 .00 .00 .00 .00 1 7 .00 1.02 .00 .00 .00 .00 I 1 8 .00 .67 .00 .00 .00 .00 1 7 5 1? .00 1 . 2 8 .00 .00 .00 .00 1 6 .00 .37 ,,00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 I 1 8 . 0 0 · .62 .00 .00 .00 .00 176 1 S .00 1 . 2 S .00 .00 .00 .00 1 6 .00 .35 .00 .00 .00 .00 1 7 .00 1 . ,0 4 .00 . o·o .00 .00 1· 1 8 .00 .56 .00 .00 .00 .00 1 7 7 1 S .00 1 . 2 3 .00 .00 .00 .00 1 6 .00 .32 .00 . 0 0 .00 .00 1 7 .00 1 . 0 S .00 .00 .00 .00 1 8 .00 .so .00 .00 .00 . 0 0 I 1 7 8 1 5 .00 1 . 2 0 .00 .00 .00 .00 .1 6 . o·o .30 .00 .00 .00 .00 1 7 .00 1 . 0 6 .00 . 00 .00 .00 1 8 . 0.0 .44 .00 .00 .00 .00 I 1 8 3 1 S .00 1 . 2 4 .00 .00 .00 .00 1 6, .00 • S 3 .00 .00 .00 .00 1 7 .00 .68 . o·o .00 .00 .00 1 8 .00 1.09 .00 .00 .00 .00 I 184 1 5 • 0 0 1 . 2 S .00 .00 .00 .00 1 6 .00 .54 , O·O .00 .00 .00 17 .00 .70 . o·o .OQ .00 .00 1 8 .00 1.09 .00 .00 .00 .00 I 1 8 5 1 S . o,o 1 . 2 6 .00 .. 0 0 .00 .00 '1 6 .00 . 5 s .00 .00 .00 ·. 0 0 1 7 .00 .72 .00 .00 .00 .00 18 . 0 0 1 . 0 8 .00 .00 .00 .00 I 1 8 6 1 S .00 1 . 2 7 .00 .. 0 0 .00 .00 1 6 .00 .ss .00 .00 .00 .00 1 7 .00 .74 .00 . 00 .00 .00 1 8 . o o· 1 . 0 8 .00 .00 .00 .00 187 1 5 .00 1 . 2 8 3.60 .00 .00 .00 I 1 6 .00 .56 -3. 6 0 .00 .00 .00 17 -3.60 .75 .00 •, 0 0 .00 .00 1 8 3.60 1 . 0 8 .00 .00 .00 .00 1 8 $ 1 S .00 1 . 2 8 .00 .00 .00 .00 I 1 6 .00 .57 .00 .oo .00 .00 1 7 .00 .77 .00 .00 .00 .00 1 8 .00 1 . 0 7 .00 .00 .00 • O"O I I ·1 I I -User ID: Research Engineers; Inc. I F,RAME * CALLAWAY MIXER MAT FND. --PAGE NO. 36 *· I SUPPORT REACTIONS -UN1T KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-·z MOM-X MOM-Y MOM z 189 1 5 .. 0 0 1 . 2 8 .00 . 0 0 .00 .00 1 6 .00 .57 . 0 0, .00 .00 .00 1 7 .0d .79 .00 .. 0 0. . 0 0. .00 I 1 8 .00 1 . 0 6 .00 .00 .00 .00 190 1 5 .00 1 . 2 9 .00 .00 .00 .00 1 6 .00 .58 .00 .00 .00 .00 1 7 .00 . 8 1 .00 .00 .00 .00 I 1 8 .00 1 . 0 6 . 0 ff • "0 0 .00 .00 191 1 5 .00 1 . 3 0 · .00 , 0 0· .00 .00 1 6 .00 .59 . 0 0 .00 .00 .00 1 7 .00 . 8 3 .00 . ·0 0 .00 .00 I 1 8 .00 1 . 0 5 .00 .00 .00 .00 192 1 5 .00 I . 3 0 .00 . 0 0 .00 .00 l ·6 .00 . 59 , 0 0 .00 .00 .00 1 7 • 0·0 . 8 5 .00 .00 .00 .00 I 1 8 • ·0 0 1 . 0 4 .00 . 00 .00 .00 193 1 5 .00 i . 3 l .00 .00 .00 .00 l 6 . 0 0 .60 .00 .00 .00 .00 1 7 .00 . 8 8-.00 .00 .00 .00 I 1 8 .00 l . 0 3 . .00 .00 .00 .00 194 1 5 .00 1 .32 3. 6 0 .00 .00 .00 1 6 .60 .60 -3 . 6 0 · .00 .00 .00 1 7 -3.60 .90 .00 . 0 0 .00 .00 l 8 3.60 1 . 0 Z .00 .00 .00 .00 I 1 9 5 15 .00 1 . 3 2 .00 . 0 0 . 0 0 .00 I 6 .00 .60 . 0.0 ,. 0 0 .00 .00 l 7 .00 . 9 l ,00 .00 .00 .00 1 8 .00 r . o 1, .00 .00 .00 .00 I 196 1 5 .00 l .32 .00 .00 .00 .00 1 6 .0Q .60 •, 0 0 .00 .00 .00 I 7 .00 .93 .00 . 0,0 .00 .00 I 8 .00 .99 .00 . 0 0 .00 .00 I 197 1 5 .00 1 . 3 1 1 . 2 0 .00 .00 .00 I 6 .00 .59 -1 . 2 0 . 0 0 .00 .00 1 7 -1 . 2 0 .94 • 00 . 0 0. .00 .00 1 8 I . 2 0 .96 .00 .00 .00 .00 I 198 1 5 .00 1 . 3 0 .00 .00 .00 .00 16 .. 0 0 .59 .00 .00 .00 .00 1 7 .00 .95 ,00 .00 .00 .00 1 8 .00 .94 .00 .00 .00 .00 199 l 5 .00 l . 2 9 .00 .00 .00 .00 I, l 6 .00 . 5 8 .00 .00 .00 .00 17 .00 .96 .00 . 00 . 0 0 .00 1 8 .00 .90 .00 .00 .00 .00 200 1 5 .00 1 . 2 7 1 . 2 0 .00 .00 .00 I 1 6 .00 ·. 5 6 -1.20 .00 .00 .00 1 7 -1 .10 .97 .00 .00 .00 .00 1 8 I . 20 .86 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FNP. --PAGE NO. 37 * I SUPPORT REACTIONS -UNrT KIP FEET STRUCTURE TYPE SPACE -----------.. ----~ - JOINT LOAD FORCE-X FORCE-Y FOltCE-Z MOM-X MOM-Y MOM z I 201 1 5 .. 0 0 1 . 2 5 .00 .00 .00 .00 1 6 .00 .54 .00 .00 .00 .00 1 7 .00 .98 .00 .00 . 00. .00 I 1 8 .00 .82 .00 .00 .00 .00 202 1 5 .00 l . 2 3 .00 .00 .00 .00 1 6 .00 . 5 3 .00 .00 .00 .00 1 7 .00 .99 .00 .00 .00 .00 I 1 8 .00 .77 .00 .00 .00 .00 203 .I 5 .00 1 . 2 1 1 . 2 0 .00 .00 .00 1 6 .00 .50 -1 . 2 0 .00 .00 .00 1 7 -1 . 2 0 1.00 .00 .00 .00 .00 I 1 8 1 . 2 0 .72 .00 .QO .00 .00 204 15 .00 1 . 1 9 .00 .00 .00 .00 1 6 .00 .48 .00 .00 .00 .00 1 7 .00 1 . 0 1 .00 .00 .00 .00 I 1 8 .00 .67 .00 .00 .00 .00 205 1 5 .00 1 . 1 7 .00 .00 .00 .00 1 6 .00 .46 .00 .00 .00 .00 1 7 .00 1 . 0 2 .00 . 00 .00 .00 1 8 .00 . 6 1 .00 .00 .00 .00 I 206 1 5 .00 1 . 1 4 .00 .00 .00 .00 1 6 .00 .44 .00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 1 8 .00 .55 .00 .00 .00 .00 I 207 1 5 .00 1 . 1 2 .00 .00 .00 .00 1 6 .00 .42 .00 .00 .00 .00 1 7 .00 1.04 .00 .00 .00 .00 1 8 .00 .50 .00 .00 .00 .00 I 208 1 5 .00 1.09 .00 .00 .00 .00 16 .. o·o .39 .00 .00 .00 .00 1 7 .00 1 . 0 5 .00 .00 .00 .00 1 8 .00 .44 .00 .00 .00 .00 I 2 1 3 1 5 .00 1 . 1 2 .00 .00 .00 .00 1 6 .00 .62 .00 .00 .00 .00 1 7 .00 .67 .00 .00 .00 .00 1 8 .00 1 . 0 7 .00 .00 .00 .00 I 214 1 5 .00 1 . 1 3 . 0 0 .00 .00 .00 1 6 .00 .63 .00 . 00· .00 .00 1 7 .00 .69 .00 .00 .00 .00 1 8 .00 1 . 0 7 .00 . 0 0 .00 .00 2 1 5 15 .00 1 . 1 4 .00 .00 .00 .00 I 16 .00 .64 .00 .00 .00 .00 i7 .00 . 7 1 .00 .00 .00 .00 1 8 .00 1 . 0 7 .00 .00 .00 .00 216 1 5 .00 1 . 1 5 .00 .00 .00 .00 I 1 6 .00 .64 . o·o .00 .00 .00 1 7 .00 .73 .00 .00 .00 .00 1 8 .00 1.07 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND·. --PAGE NO. 3 8 * I SUPPORT REACTIONS -UNIT KIP FEtT STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 2 1 7 1 5 .• 0 0 1 . 1 6 .00 .00 .00 .00 1 6 .00 .65 .00 .00 .00 .00 1 7 .00 .75 . 0 0 .00 .00 .00 I 1 8 .00 1.06 .00 .00 .00 .00 2 1 8 1 5 .00 l . 1 7 ,00 .00 .00 .00 l 6 .00 . 6 6 .00 • 0·0 .00 .00 l 7 .00 .76 .00 .. 0 0 .00 .00 I l 8 .00 l . 0 6 .00 .00 .00 .00 219 l 5 .00 l . 1 7 .00 .00 .00 .00 l 6 .00 .67 .00 .00 .00 .00 1 7 .00 . 7 8 .00 .00 .00 .00 I 1 8 .00 l . 0 5 .0Q .00 .00 .00 22 0 l 5 .00 1 . 1 8 .00 .00 .00 .00 1 6 .00 .67 .00 .00 .00 .00 1 7 .00 . 8 1 .00 .00 .00 .00 I 1 8 .00 1.04 .00 .00 .00 .00 221 l 5 .00 1 . 1 8 .00 .00 .00 .00 l 6-.00 .68 .00 .00 .00 .00 I 1 .00 .83 .00 .00 .00 .00 1 8 .00 1.04 .00 .00 .00 .00 I 222 1 5 .00 1 . 1 9 .00 .00 .00 .00 1 6 .00 .68 .00 .00 .00 .00 1 7 .00 .85 .00 .00 .00 .00 1 8 .00 1 . 0 3 .00 ,00 .00 .00 I 223 1 5 .00 1.20 .00 .00 .00 .00 1 6 .00 .69 . 0 0 .00 .00 .00 l 7 .00 .87 .00 .00 .00 .00 I 8 .00 1.02 .00 .00 .00 .00 I 224 1 5 .00 1 . 2 0 .00 .00 .00 .00 1 6 .00 .69 .00 .00 .00 .00 1 7 .00 .89 .00 .00 .00 .00 1 8 .00 1 . 0 l .00 .00 .00 .00 I 225 l 5 . 0 0 . I. 2,0 . 00 .00 .00 .00 l 6 .00 .69 .00 .00 .00 .00 I 7 .00 . 9 1 .' 0 0 .00 .00 .00 1 8 .00 .99 .00 .00 .00 .00 226 1 $ .00 1 . 2 0 ,00 .00 .00 .00 I 1 6 .00 .69 • O'O .00 .00 .00 1 7 .00 .97 .00 .00 .00 .00 1 8 .00 ·. 9 7 .00 .00 .00 .00 227 1 5 .00 1 . 2 0 .00 .00 .00 . ,0 0 I 1 6 .00 .69 .00 .00 .00 .00 1 7 .00 .93 .00 .00 .00 .00 1 8 .00 ,95 .00 .00 .00 :oo 228 1 5 .00 1 . 1 9 .00 .00 .00 .00 I l 6 . ·oo .68 .00 , 0 0 .00 .00 1 7 .00 .94 .00 .00 .00 .00 1 8 .00 .92 .. 0 0 .00 .00 .00 I I 1· I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 39 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X F_ORCE-Y FORCE-Z MOM-X MO.M-Y MOM z 22 9. · I 5 ,. 0 0 I . I 7 .00 .00 .00 .00 1 6 .00 .67 .00 .00 .00 .00 I 7 .00 .95 .00 .00 .00 .00 I I 8 .00 .89 • 0·0 .00 .00 . 0 0 230 1 5 .00 1 . 1 6 .00 .00 .00 .00 1 6 .00 .66 .00 .00 .00 .00 1 7 .00 .96 .00 .00 .00 .00 I 1 8 .00 .85 .00 .00 .00 .00 231 I 5 .00 I . I 4 .00 .00 .00 .00 1 6 .00 . 64 .00 .00 .00 .00 1 7 .00 .97 .00 .00 .00 .00 I 1 8 .00 . 8 1 .00 .00 .00 .00 232 1 5 .00 1 . I 2 .00 .00 .00 .00 1 6 · . 0 0 .. 62 .00 .00 .00 . 0 0 1 7 .00 .98 .00 .00 .00 .00 1· 1 8 .00 .76 .00 .00 .00 .00 233 1 5 .00 1 . 1 0 .00 .00 .00 .00 1 6 . 0 0 .60 .00 .00 .00 .00 I 7 . 0 0 .99 .00 .00 .00 .00 I 8 .00 .72 .00 .00 .00 .00 I 234 I 5 • 0 0 I . 0 8 .00 .00 .00 .00 1 6 .00 .58 .00 .00 .00 .00 I 7 .00 I . 0 0 .00 .00 .00 .00 1 8 .00 .66 .00 .00 .00 .00 I 235 1 5 .00 1.06 .00 .00 .00 .00 16 .00 .. 5 6 .00 .00 .00 .00 1 7 .00 1 . 0 I .00 .00 .00 .00 1 8 .00 . 6 I . ,0 0 .00 .00 .00 I 236 I 5 .00 I . 0 3 .00 .00 .00 . 0 0 1 6 .00 .54 .00 .00 .00 .00 l 7 .00 1 . 0 2 .00 .00 .00 .00 1 8 .00 . 5 5 .00 .00 .00 . 0 0 I 237 I 5 .00 1 . 0 1 • 0·0 .00 .00 .00 1 6 .00 . 5 1 .00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 1 8 .00 .50 .00 .00 .00 .00 238 1 5 .00 . 9 8 · .00 .00 .00 .00 I l 6 .00 . 49' .00 .00 .00 .00 1 7 .00 1.04 .00 .00 .00 .00 1 8 . 0 0 .44 .00 .00 .00 .00 243 1 5 .00 1 . 0 1 .00 .00 .00 .00 I 16 .00 . 7 1 .00 .00 .00 .00 1 7 .00 .66 .00 .00 .00 .00 1 8 .00 1 . 0 6 .00 .00 .00 .00 244 1 5 .00 1 . 0 2 .00 .00 .00 .00 I 1 6 .00 .n, .00 .00 .00 .00 I 7 .00 .68 .00 .00 .00 .00 I 8 .00 1 . 0 6 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc:-' I FRAME * CAJ.,LAWAY MIXER MAT FND. --PAGE NO. .4 0 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD· FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 245 1 5 .00 1 . 0 3 .00 .00 .00 .00 1 6 .00 . 7 3 . 0 0 .00 .00 .00 1 7 .00 .70 .00 .00 .OQ .00 I 1 8 .00 1.06 .00 .00 .00 .00 246 1 5 .00 1 . 0 4 .00 .00 .00 .00 1 6 .00 .74 .00 .00 .00 . 0 0 1 7 .00 .72 .00 .00 .00 .00 I 1 8 .00 1 . 0 6 .00 .00 .00 .00 247 1 5 .00 1 . 0 5 .00 .00 .00 .00 'l 6 .00 . 7 5 .00 .00 .00 .00 1 7 .00 .74 .00 .00 .00 .00 I I 8 .00 1 . 0 5 ,. 0 0 .00 .00 . 0 0 248 I 5 .00 I . 0 6 .00 .00 .00 .00 i 6 .00 .75 .00 .00 .00 . 0 0 1 7 .00 .76 .00 .00 . 0 0 · .00 I I 8 .00 1 . 0 5 .00 .00 .00 .00 249 15 .00 'l • 0 6 .00 .00 . 0 0 .00 1 6 .00 .76 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 I· 1 8 .00 1.04 .00 .00 .00 .00 250 I 5 .00 1 . 0 7 .00 .00 .00 .00 1 6 .00 .77 .00 .00 .00 .00 I 1 .00 .80 .00 .00 .00 .00 1 8 .00 1 . 0 4 .00 .00 .00 .00 I 2 5 1 1 5 .00 1 . 0 8 .00 .00 .00 .00 1 6 .00 . 7 8 .00 .00 .00 .00 1 7 .00 .82 .00 .00 .00 .00 1 8 .00 1 . 0 3 .00 .00 .00 .00 I 252 1 5 .00 1 . 0 8 .00 .00 .00 .00 1 6 .00 .78 .00 .00 .00 .00 1 7 .00 .84 .00 .00 •. 0 0 .00 1 8 .00 1.02 .00 .00 .00-.00 I 253 1 5 .00 1.09 .00 .00 .00 .00 1 6 .00 .79 .00 .00 .00 .00 1 7 .00 . 8 7 .00 .00 .00 .00 I 8 .00 I . 0 1 .00 .00 .00 .00 I 254 I 5 .00 1 . 0 9 .00 .00 .00 .00 I 6 .00 .79 .00 . 0 0 .00 .00 1 7 .00 . 8 8 .00 .00 .00 .00 I 8 .00 1 . 0 0 .00 .00 .00 .00 255 I 5 .00 1 . 0 9 .00 .00 .00 .00 I 1 6 .00 .79 .00 .00 .00 .00 I 7 .00 .90 .·o o . o,o .00 .00 1.8 .00 .98 .00 .00 .00 .00 256 1 5 .00 I . 0 9 .00 .00 .00 .00 I 1 6 .00 .79 .00 .00 .00 .00 1 7 .00 .92 .00 .00 .00 .00 I 8 . 00 . 9 7 . . 0 o . ·. 0 0 .00 . 0 0 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 4 I * I SUPPORT REACTIONS -UNiT KIP FEET STRUCTURE TYPE = SPACE ----------------- ·1 JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 257 I 5 .. 0 0 I . 0 9 .00 .00 .00 .00 1 6 .00 .79 .00 .00 .00 .00 1 7 .00 .93 .00 .00 . 0 o. .00 I 1 8 •, 0 0 .94 .00 .00 .00 .00 258 1 5 .00 I . 0 8 .00 .00 .00 .00 1 6 .00 .78 .00 .00 .00 .00 1 7 .00 .94 .00 .00 .00 .00 I 1 8 .00 .92 .00 .00 .00 .00 259 1 5 .00 1 . 0 7 .00 .00 .00 .00 1 6 .00 . 77 .00 .00 .00 .00 1 7 .00 .95 . 00 .00 .00 .00 I 1 8 .00 .88 .00 .00 .00 .00 260 I 5 .00 1 . 0 5 . 0 0 .00 .00 .00 I 6 .00 . 7 5 .00 .00 .00 .00 I 7 .00 .96 .00 ,. 0 0 .00 .00 I 1 8 .00 . 8 5 .00 .00 .00 .00 261 1 5 .00 1 . 04 . 0-0 .00 .00 .00 1 6 .00 .74 .00 .00 .00 .00 I 7 .00 ,97 .00 .00 .00 .00 I 18 .00 . 8 1 .00 .00 .00 .00 262 I 5 .00 1 . 0 2 • O·O .00 .00 .00 1 6 .00 .72 .00 .00 .00 .00 1 7 .00 . 9 8 .00 .00 .00 .00 I$ . 00 .76 . 0 0 . .00 .00 .00 I 263, 1 5 .00 1 . 0 0 .00 .00 .00 . 0 0. 1 6 .00 .70 .00 .00 .00 .00 I 7 .00 .99 . o-o .00 .00 .00 I 8 .00 . 7 1 .00 .00 .00 .00 I 264 15 .00 .98 .00 ., 00 .00 . 0 0 1 6 .00 .68 .00 .00 .00 .00 I 7 .00 1 . 0 0 ,00 .00 .00 .00 1 8 .00 .66 . o,o . 0 0 .00 .00 I 2.6 5 1 5 .00 .96 .00 .00 .00 .00 1 6 .00 .66 . o,o .00 .00 .00 1 7 .00 1 . 0 I .00 .00 .00 .00 1 8 .00 . 6 1 .00 .00 .00 .00 I 266 i 5 .00 .93 .00 .00 .00 .00 I 6 .00 , 64 .09 .00 .00 .00 I 7 .00 1 . 0 2 .00 .00 .00 .00 I 8 .00 .56 .00 .00 .00 .00 267 15 .00 . 9 I .00 .00 . o o· . 0 0 I I 6 .00 .62 . 0·0 .00 .00 .00 l7 .00 I . 0 3 .00 .00 .00 . 0 0 1 8 .00 .50 .00 .00 .00 .00 268 rs .00 .8$ .00 . 00 .00 .00 1.-1 6 .00 .59 .·o o .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 1 8 .00 .44 .00 .00 .00 .00 •" I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --·PAGE NO. 42 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 273 I 5 -.. 0 0 .90 .00 . 0 0 .00 .00 I 6 .00 . 8 I .00 , ·o-o .00 .00 I 7 .00 .66 .00 .00 . 0 0. .00 I I 8 .00 I . 0 5 .00 .00 .00 .00 274 I 5 .00 . 9 I .00 .00 .00 .00 I 6 .00 .82 .00 .00 .00 . 0 0 I 7 . 0.0 .68 .00 .00 .00 .00 I I 8 .00 I . 0 5 .oq .. 0 0 .00 .00 275 I 5 .00 .92 .00 . ·O 0 .00 .00 I· 6 .00 . 8 3 .00 .00 . 0 0 .00 I 7 .00 .70 .00 .00 .00 .00 ·I I 8 . 0 O · 1 . 0 5 .00 .00 .00 .00 276 1 5 .00 . 9 3 .00 .00 .00 .00 I 6 .00 .84 .00 .00 .00 .00 1 7 .00 . 7 2 .00 .00 .00 .00 I 1 8 .00 1 .. 0 5 . o,o. .00 .00 .00 277 1 5, .00 .94 .00 .00 .00 .00 1 6 .00 .85 .00 . 00 .00 .00 I 7 .00 .74 .00 . 0,0 .00 .00 I 1 8 .00 I . 0_5 .oo .OQ .00 .00 278 1 5 .00 .95 .00 .00 .00 .00 1 6-.00 .86 .00 . 0 O· .00 .00 1 7 .00 .76 . 0 o. .00 .00 .00 1 8 .00 I . 0 5 .00 .00 .00 .00 I 279 1 5 .00 .96 .00 .00 .00 .00 16 .00 .86 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 1 8 .00 1 . 0 4 .00 .00 .00 . 0 0 I 280 1 5 .00 .97 . 0 o. .00 .00 .00 16 .00 .87 .00 .00 .00 .00 1 7 .00 .80 . o·o .00 .00 .00 1 8 .00 1 .03 .00 .00 .00 .00 I 2 81 1 5 .00 .97 .00 .00 .00 .00 I 6 .00 .88 . 0°0 .00 .00 .00 I 7 .00 .82 .00 .00 .00 .00 1 8 .00 1 . 0 3 .00 .00 .00 .00 I-282 l .5 .00 .98 .0Q .00 .00 .00 1 6 . 0·0 .88 . 0-0 .00 .00 .00 I 7 .00 .84 .00 . 0.0 . 0 0 .00 I 8, .Q0 1 . 0 2 .00 . ·o o .00 .00 283 1 5 .00 .99 .00 .00 .00 .00 I 1 6 .00 .89 .00 .00 .00 .00 17 .00 .87 .00 .00 .00 .00 1 8 .00 l . 0 1 .00 .00 .00 .00 284 q ·. 0 0 .99 .00 .00 .00 .00 I 1 6 .00 .89 .00 .00 .00 .00 I 7 .00 .89 .00 .00 .00 .00 1 8 .00 I . 0 0 .00 .00 .00 .00 I ·1 I I ·1 -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. .. PAGE NO. 43 * I SUP.PORT REACT-IONS -UNIT KIP FEET STRUCTURE TYPE = SPACE --·-------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 285 1 5 .. 0 0 .99 .00 .00 .00 .00 1 6 .00 .89 .00 .00 .00 .00 1 7 .00 .90 .00 .00 . 0 0. .00 I 1 8 .00 .98 .00 .00 .00 .00 286 1 5 .00 .99 .00 .00 .00 .00 1 6 .00 .89 .00 .00 .00 .00 1 7 .00 .92 .00 .oo .00 .00 I 1 8 .00 .96 .00 .00 .00 .00 2-8 7 1 5 .00 .98 .00 .00 .00 .00 1 6 .00 .89 . 0 0 .00 .00 .00 1 7 .00 .93 .00 .00 .00 .00 I 1 8 .00 .94 .00 .00 .00 .00 288 1 5 .00 .98 .00 .00 .00 .00 1 6 .00 .88 .. 0 0 . 0 0 .00 .00 1 7 .00 .94 . 0 0 .00 .00 .00 I 1 8 .00 .92 .00 .00 .00 .00 289 1 5 . 0 0 .97 .00 .00 .00 .00 1 6 .00 .87 .00 .00 .00 .00 1 7 .00 .95 .00 .00 .00 .00 1 8 .00 .88 .00 .OQ .00 .00 I 290 1 5 . o,o .95 .00 .00 .00 .00 1 6 .00 .86 . 0 0 · .00 .00 .00 1 7 .00 .96 .00 .00 .00 .00 1 8 .00 . 8 5 .00 .00 .00 .00 I 291 1 5 . 0 0 .94 .00 .00 .00 .00 1 6 .00 .84 .00 .00 .00 .00 1 7 .00 .97 .00 .00 .00 .00 18 .00 . 8 1 .00 .00 .00 .00 I 292 1 5 .00 .92 .00 .00 .00 .00 1 6 .00 .83 , 0 0 .00 . 0 0 .00 1 7 .00 .98 .00 .Q0 .00 .00 1 8 .00 .77 .00 .00 .00 .00 I 293 1 5 . 0 0 .90 .00 .00 .00 .00 1 6 .00 . 8 1 .00 .00 .00 .00 1 7 .00 .99 .00 .00 .00 .00 I 8 .00 .72 .00 .00 .00 .00 294 I 5 .00 .88 .00 ,00 .00 .00 I 1 6 . 0 0 .79 .00 .00 .00 .00 1 7 .00 1 . 0 O' .00 .00 .00 .00 I 8 .00 .67 . 0·0 .00 .00 .00 295 1 5 .00 .86 .00 .00 .00 .00 I 1 6 .00 .77 .00 .00 .00 .00 I 7 .00 I . 0 I .00 .00 .00 .00 I 8 .00 .62 .00 .00 .00 .00 296 1 5 .00 . 8.4 .00 .00 .00 .00 I 1 6 .00 .·14 .00 .00 .00 .00 1 7 .00 1.02 .00 .00 .00 .00 1 8 ,oo .56 .00 .00 .00 .00 I I I I I -· User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 44 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JO.INT LOAD FOR(:E-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 297 15 .00 .82 .00 .00 .00 .00 I 6 .00 .72 .00 .00 .00 .00 17 .00 I . ·O 3· .00 .00 .00 .00 I I 8 .00 . 5 I .00 .00 .00 .00 298 I 5 .00 .79 . O·O . o·o .00 .00 1 6 .00 .70 .00 .00 .00 .00 1 7 .00 1 . 0 4 .00 .00 .00 .00 I 1 8 .Ob . 4 ,5 . 0 0. .00 .00 .00 3 03 I 5 .00 . 8 I .00 .00 .00 .00 1 6 .00 . 9 1 .00 .00 .00 .00 p .00 .66 . 0 0 .00 .00 . 0 0 I 1 8 .00 1 . 0 5 .00 . 0 O· .00 .00 304 1 5 .00 .. 82 .00 .00 .00 .00 1 6 .00 .92 .00 .00 .00 .00 I 7 . ·o 0 .68 .00 .00 .00 .00 I I 8 .00 1 . 0 5 .00 .00 .00 .00 305 1 5 .00 .83 .00 . 0 0, .00 .00 1 6 .00 .93 .00 .00 .00 .00 1 7 .00 .70 .00 .00 .00 .00 1 8 .00 1 . 0 5 .OQ .00 .00 .00 I 306 15 .00 .83 .00 .00 .00 .00 1 6 .00 .94 .00 ·. 0 0 .00 .00 1 7 .00 .72 .00 .00 .00 .00 i 8 .00 1.05 .00 .00 .00 .00 I 307 1 5 .00 .84 .oo .00 .00 .00 1 6 .00 .95 .00 .00 .00 .00 l 7 .00 .74 .00 .00 .00 .00 1 8 . 0 0 1 . 0 5 .00 .00 .00 .00 I 3 0,8 1 5 . 0 o, .85 .00 .00 .00 .00 1 6 . o.o .96 .00 .00 .00 .00 1 7 .00 .76 .·o o .00 .00 .00 1 8 .00 1.05 .00 .00 .00 .00 I 309 I 5 .00 .86 .00 .00 .00 .00 1 6 .00 .97 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 1 8 .00 1.04 .00 .00 .00 .00 I 3 1 0 ~ 5 .00 .87 .00 .00 .00 .00 1 6 .00 .97 • :Q 0 .00 .00 .00 1 7 .00 . 8 I .00 .00 .00 .00 1 8 .00 1.04 .00 .00 .00 .00 3 11 l 5 .00 .88 .00 .00 .00 .00 I 16 .00 .98 .00 .00 . 0 0 .00 i 7 .00 .83 . O:O .00 .00 .00 I~ .00 1.03 .00 .00 .00 .00 312 1 5 .00 .88 .00 .00 .00 .00 I 1 6 . O·O .99 .00 .00 .00 .00 i 7 .00 .85 .06 .00 .00 .00 l 8 .00 I. 0 2 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. FND: I FRAME * CALLAWAY MIXER MAT --PAGE NO. 45 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 3 I 3 I 5 -.. 0 0 .89 .00 .00 .00 .00 1 6 .00 1 . 0 0 .00 .00 . 0 0 .00 1 7 .00 . 8 7 .00 .00 .0Q .00 I 1 8 .00 1 . 0 1 .00 .00 .00 .00 314 1 5 . 0 0 .89 .00 .00 .00 .00 1 6 .00 1.00 .00 .00 .00 .00 1 7 .00 .89 .00 .00 .00 .00 I 1 8 .00 I . 0 0 .00 .00 .00 .00 3 1 5 1 5 . 0 0 .89 .00 .00 .00 .00 I 6 .00 L 00 .00 .00 .00 .00 1 7 . 0.0 . 9 1 .00 .00 .00 .00 I I 8 . 0 0 .99 .00 . 0 0 . 0 0 .00 3 1 6 1 5 .00 .89 .00 .00 .00 .00 I 6 .00 I . 0 0 .0Q .00 .00 .00 I 7 .00 .92 .00 .00 .00 .00 I I 8 .00 .97 .00 .00 .00 .00 3 1 7 I 5 .00 .89 .00 .00 .00 . 0 0 I 6 .00 1 . 0 0 . o,o .00 .00 .00 I 7 .00 .94 .Q0 .00 .00 .00 I 8 . 0 0 .95 .00 . 00 . 0 0 .00 I 3 I 8 1 5 .00 .88 .00 .00 .00 .00 1 6 .00 .99 .00 .00 . 0 0 .00 I 7 .00 .95 .00 .00 .00 .00 I 8 .00 .92 .00 .00 .00 .00 I 3 I 9 1 5 . 0 0 . .87 .00 .00 .00 .00 I 6 .00 .98 . 0 b .00 .00 .00 I 7 .00 .96 .00 .Q0 .00 .00 I 8 .00 .89 .00 .00 .00 .00 I 320 I 5 .00 .86 .00 .00 . 0 0 .00 I 6 .00 .97 .00 .00 .00 .00 I 7 .00 .97 .00 .00 .00 .00 I 8 .00 .86 .00 .00 .00 .00 I 321 . I 5 . 0 0 . .85 .00 .00 .00 .00 I 6 .00 .95 .00 .00 .00 .00 I 7 .00 .98 .·o o .00 .00 .00 I 8 .00 .82 .00 .00 .00 .00 322 1 5 .00 .83 .00 .00 .00 .00 I I 6 .00 .93 .00 .00 .00 .00 I 7 .00 .99 .00 .00 .00 .00 I 8 .00 :11 .00 .00 .00 .00 323 I 5 .00 . 8 I .00 .00 .00 .. o 0 I I 6 .00 .92 .00 .00 .00 .00 I 7 . 0 0 1.00 • O·O .00 .00 .00 I 8 .00 .73 .00 .00 .00 .00 324 I 5 .00 .79 . 0.0 .00 .00 .00 I I 6 .00 .90 .00 .00 .00 . 0 0 I 7 .00 I . 0 I .00 .00 .00 .00 I 8 .00 .68 .00 .00 .00 .00 I· I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 46 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE S.PACE --------·--------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 325 I S .00 .77 .00 .00 .00 .00 I 6 .00 .88 .00 .00 .00 .00 17 .00 1.02 .00 .00 .00 .00 I I 8 .00 .63 .00 .00 .00 .00 326 l 5 .00 .75 .00 .00 .00 .00 I 6 .00 .85 .00 .00 .00 .00 I 7 . 0 0 I . 6 3 .00 .00 .00 .00 I I 8 .00 .57 .00 .oo .00 .00 327 I 5 .00 .73 .00 .00 .00 .00 16 .00 .83 . 00 .00 .00 .00 I 7 .00 1.04 .00 .00 .00 .00 I I 8 .00 .52 .00 .00 .00 .00 328 I 5 .00 .70 .oo .00 .00 .00 I 6 . 0 0 . 8 I .00 .. 00 .00 .00 I 7 .00 1 . 0 5 .00 .00 .00 .00 1· 1 8 .00 .46 .00 .00 .00 .00 333 1 5 .00 . 7 1· .00 .00 .00 .00 I 6 .00 1.02 .00 .00 .00 .00 l 7 .00 . 6 7 .00 .00 .00 .00 18 .00 1.06 .00 .00 .00 .00 I 334 1 5 .00 . 72 .00 .00 .00 .00 1 6 .00 1 . 0 3 .00 .00 .00 .00 1 7 .00 .69 .00 .00 .00 .00 1 8 .06 1.06 .00 .00 .00 .00 I· 335 l 5 .06 .73 .00 .00 .00 .00 l 6 .00 1.04 .00 .00 .00 .00 1 7 .00 .71. .00 .00 .00 .00 1 8 .00 1.06 .00 .00 .00 .00 I 336 1 5 .00 .74 .00 .00 .00 .00 1 6 .00 1 . 0 5 .00 .00 .00 .00 l 7 .00 .73 .00 .00 .00 .00 1 8 • O·O 1.06 .00 .00 .00 .00 I 337 l 5 .00 .75 .00 .00 .00 .00 l 6 .00 I . 0 6 .00 .00 .00 .00 1 7 .00 .75 .00 .00 .00 .00 1 8 .00 1.06 .00 .00 .00 .00 338 I 5 . o·o . 7 6 · .00 .00 .00 .00 I 1 6 .00 1.07 .00 .00 .00 .00 1 7 . 0-0 .77 .00 .00 .00 .00 1 8 .00 1.06 .00 .00 .00 .00 339 I 5 .00 .77 .00 .00 .00 .00 I I 6 .00 1.08 .00 .oo· .00 .00 1 7 .00 .79 .00 .00 .00 .00 I 8 .00 I . 0 5 .00 .00 .00 .00 340 1 5 .. 0 0 .78 .00 .00 .00 .00 I 16 .oo 1 . 0 8 .00 .00 .00 .00 I 7 .00 . 8 I .00 .00 .00 .00 1 8 . o·o l . 0 5 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc:- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. . 4 7 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 3 4 1 1 5 .. 0 0 . 7 8 .00 .00 .00 .00 1 6 .00 1 .09 .00 .00 .00 .00 1 7 .00 .84 . 0 0 .00 .0Q .00 I l 8 .00 1 . 0 4 .00 .00 .00 .00 342 1 5 .00 .79 .00 .00 .00 .00 1 6 .00 1 . 1 0 .00 .00 .00 .00 1 7 .00 .86 .00 .00 .00 .00 I 18 .0() 1 . 0 3 .00 .00 .00 .00 343 · 1 5 .00 . 8 0 .00 .00 .00 .00 16 .00 1 . 1 1 .00 .00 .00 .00 i 7 . o o· . 8 8 .00 . 0 0 .00 .00 I 1 8 .00 1 . 0 2 .00 .00 .00 .00 344 15 .00 .80 .00 .00 .00 .00 1 6 .00 1 . 1 1 .00 .00 .00 .00 1 7 .00 .90 .00 .00 .00 .00 I 1 8 .00 1 . 0 1 .00 .00 .00 .00 345 1 5 .00 . 8 0 .00 .00 .00 .00 1 6 • 0·0 1 . 1 2 .00 .00 .00 .00 1 7 .00 .92 .00 .00 .00 .00 1 8 .06 1 . 0 0 . 0 0 .00 .00 .00 I 346 1 5 .. 0 0 .80 .00 .00 .00 .00 1 6 .00 1 . 1 2 .00 .00 .00 .00 1 7 .00 .94 .00 .00 .00 .00 ,l 8 .00 ,98 .00 .00 . 0 0 .00 I 347 1 5 .00 .80 .00 .00 .00 .00 1 6 .00 1 . 1 I .00 .00 .00 .00 1 7 .00 .95 .00 .00 .00 .00 1 8 .00 .96 .00 .00 .00 .00 I 348 1 5 .00 . 8 0 .00 .00 .00 .00 1 6 .00 1 . 1 0 .00 .00 .00 .00 17 .00 .96 .00 .00 .00 .00 1 8 .00 .94 .00 .00 . 0 0 · .00 I 349 1 5 .00 .79 .00 .00 .00 .00 1 6 .00 1 . 0 9 .00 .00 .00 .00 1 7 .00 .97 .00 .00 . 0 O' .00 1 8 .00 . 9 1 .00 .00 .00 .00 350 1 5 .00 .77 .00 .00 .00 .00 I 1 6 .00 1.08 .00 .00 .00 .00 1 7 .00 .98 .00 .00 .00 .00 1 8 .00 .87 .00 .00 .00 .00 3 5 1 1 5 .00 .76 .00 .00 .00 .00 I I 6 .00 1 . 0 7 .00 .00 . 0 0 .00 1 7 .00 1 . 0 0 . ·o o .00 .00 .00 1 8 .00 .83 .00 .00 .00 .00 352 1 5 .00 .74 .00 .00 .00 .00 I 1 6 .00 1 . 0 5 .00 .00 .00 .00 1 7 .. 0 0 1 . 0 1 .00 .00 .00 .00 18 .0() .79 .00 ·. 00 . 0 0 .00 I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 48 I * I SUPPORT REACTIONS -UNIT KIP FEET ST,RUCTURE TYPE = SPACE ------------... ----- JOrNT LOAD FORCE-X FORCE-Y FORC;E-Z MOM-X MOM-Y MOM z 1· 353 l 5 .00 .73 .00 .00 .00 .00 1 6 .00 1 . 0 3 .00 .00 .00 .00 I 7 .00 1.02 .00 . 'O 0 .OQ .00 I '18 .00 .74 .00 .00 .00 .00 354 1 5 .00 . 7 1 . 0.0 .QO .00 .00 1 6 .00 1 . 0 I .00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 I 1 8 .00 .69 .00 .00 .00 .00 355 1 5 .00 .69 .00 .00 .00 .00 1 6 .00 .99 .00 .00 .00 .00 1 7 .00 1 . 0 4 . O·O .00 .00 .00 I 1 8 .00 .64 .00 .00 .00 .00 356 1 5 .00 .67 .00 .00 .00 .00 1 6 .00 .97 .00 .00 .00 .00 1 7 .00 1 . 0 5 .00 .00 .00 .00 1 ~ .00 .59 .00 .00 .00 .00 I 357 J 5 .00 .64 .00 .00 .00 .00 1 6 .00 .95 .00 .00 .00 .00 I 7 .00 1 . 0 6 .00 .00 .00 .00 1 8 .00 • 5 3 .00 .00 .00 .00 I 358 1 5 .00 .62 .00 .00 .00 .00 I 6 .00 .92 .00 .00 .00 .00 I 7 .00 I . 0 7 .00 .00 .00 .00 1 8 .00 .47 . 0 0. .00 .00 .00 I 363 1 5 .00 .62 .00 .00 .00 .00 1 6 .00 1 . 1 3 .00 .00 .00 .00 1 7 .00 .68 .00 .·O 0 .00 .00 1 8 .00 1 . 0 7 .00 .00 .00 .00 I 364 1 5 .00 .63 .00 .00 .00 .00 1 6 .00 1 . 1 4 .00 .. 0 0 .00 .00 17 .00 .70 .00 .00 .00 .00 I 8 .00 1 . 0 7 .00 .00 .00 .00 I 365 1 5 .00 .64 .00 .00 .00 .00 1 6 .00 1 . I 5 .00 .00 .00 .00 1 7 .00 .72 .00 .00 .00 .00 1 8 . 0 0 1 . 0 7 .00 .00 .00 .00 366 1 5 .00 .65 .00 .00 .00 .00 I 1 6 .00 1 . 1 6 .00 .00 .00 .00 p .00 .74 . 0 0. .00 .00 .00 1 8 .00 l .07 .00 .00 .00 .00 367 1 5 .00 .66 3.60 .00 .00 .00 I 1 6 .00 1 . 18 -3.60 .00 .00 .00 1 7 -3 . 6 0 .76 .00 .00 .00 .00 1 8 3.60 1 . 0 8 .00 .00 .00 .00 368 1 5 .00 . 6 7 .00 .00 .00 .00 I 1 6 .00 1 . 1 8 .00 .00 .00 .00 1 7 .00 .78 .00 .00 .00 .00 1 8 .00 1 . 0 7 .00 .00 .00 . 0 0 \~~ I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 49 ·* I S{JPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ------, ----------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 369 1 5 .• 0 0 .68 .00 .00 .00 .00 f6 .00 1 . 1 9 .00 .00 .00 .00 1 7 .00 .80 . O·O . o·o .00 .00 I 1 8 .00 1 . 0 7 .00 ., 0 0 .00 .00 370 1 5 .00 .69 .00 .00 .00 .00 1 6 .00 1 . 2 0 .00 .00 .00 .00 1 7 . o·o . 8 3 .00 .00 .00 .00 I 1 8 .00 1 . 0 6 .00 .OQ .00 .00 371 1 5 .00 .70 .00 .00 .00 .00 1 6 .00 1 . 2 1 .00 .00 .00 .00 1 7 .00 . 8 5 . 0,0 .00 .00 .00 I 18 . 0 0 · 1 . 0 5 .00 .00 .00 .00 372 1 5 .00 .70 .00 .00 .00 .00 1 6 .00 1 . 2 2 .,o 0 .00 .00 .00 1 7 .00 .87 .00 .00 .00 .00 1· 1 8 .00 1 . 0 5 . 0 0 .00 .00 .00 3 7 3 1 5 .00 . 7 1 .00 .00 .00 .00 I 6 .00 1 . 2 2 .00 .00 .00 .00 1 7 .00 .89 .00 .00 .00 .00 I 1 8 .00 1.04 '• 0 0 .00 .00 .00 374 1 5 .00 . 7 1 3.60 .00 .00 .00 1 6 . o·o 1 . 2 3 -3. 6 0 .00 .00 .00 1 7 -3.60 .92 . ·o o .00 .00 .00 1 8 3.60 1 . 0 3 .00 .Ob .00 .00 I 3 75 1 5 · .00 .72 .00 .00 .00 .00 1 6 .00 1 . 2 4 .00 .00 .00 .00 1 7 .00 : 94 .00 .00 .00 .00 18 . O'O 1.02 .00 .00 .00 .00 I 376 1 5 .00 .72 .00 .00 .00 .00 1 6 .00 1 . 2 3 .00 .00 .00 .00 1 7 .00 .95 .00 .00 .00 .00 1 8 .00 ·1 . 0 0 . ·O 0 .00 .00 .00 I 377 1 5, .00 .72 I . 2 0 .00 .00 .00 1 6 .00 1 . 2 3 -1. 2 0 .00 .00 .00 1 7 -1 . 2 0 .97 .00 .00 .00 .00 I 8 I . 2 0 .98 .00 .00 .00 .00 I 378 I 5 .00 . 7 I .00 .00 .00 .00 I 6 .00 I . 2 2 .Ob .00 .00 .00 17 .00 . 9 8 .00 .00 .00 .00 1 8 .00 .96 .00 .00 .00 .00 I 379 I 5 .00 .70 .00 .00 .00 .00 16 .00 I . 2 I .00 .00 .00 .00 I 7 .00 .99 .00 .00 .00 .00 I 8 .00 . 9 3 .00 .00 .00 .00 380 I 5 .00 .69 I . 2 0 .00 .00 .00 I 1 6 . O·O I . 2 0 • I . 2 0 ·. 0 0 .00 .00 1 7 -1.20 1 . 0 0 .oo· .oo .00 .00 i 8 1 . 20 .89 .00 .00 .00 .00 1· I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 50 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 3 8 I 15 .. • 0 0 .68 .00 .00 .00 .00 1 6-.00 1 . 1 9 .00 .00 .00 .00 I 1 7· .00 l . 0 1 .00 .00 .00 . 0 Q· l 8 .00 . 8 5 .00 .00 .00 .00 382 l 5 .00 .66 . 0 O· .00 .00 .00 1 6 .00 l . I 7 .00 .00 .00 .00 l 7 . 0 0. l . 0 3 .00 .00 .00 .00 I 1'8 .00 . 8 I . o·o .00 .00 .00 383 1 5 .00 .64 1 . 2.0 .00 .00 .00 I 6 .00 l . I 5 -l.20 .00 .00 .00 1 7--1 . 2 0 1 . 0 4 .00 .00 .00 .00 I I 8 1 . 2 0 .76 .00 ,00 .00 .00 384 I 5 .00 .63 .00 .. 0 0 .00 .00 1 6 .00 l . I 3 .. 0 0 .00 .00 .00 I 7 .00 I . 0 5 .00 .00 .00 .00 I 1 8 .00 . 7 I .QO .00 .00 .00 385 1 5 .00 . 6 I .00 .00 .00 .00 1 6 .00 I . I 1 .00 .00 .00 .00 I 7 .00 1.06 .o<i .00 .00 .00 I I 8 ·. 0 0 .66 .00 .00 .00 .00 386 l 5 .00 .59 .00 .00 .00 .00 I 6 .00 1.09 .00 .00 .00 .00 I 7 .00 I . 0 7· .00 .00 .00 .00 I 8 .00 . 6-0 . O·O .00 .00 .00 I 387 1 5 .00 .57 .00 .00 .00 .00 I 6 .00 I . 0 7 .00 .00 .00 .00 17 .00 I . 0 9 .00 .00 .00 .00 I 8 .00 .55 .00 .00 .00 .00 I 3 8 8, I 5 .00 .55 . 0 0 .00 .00 .00 I 6 .00 1 . 0 4 .. 0 0 .00 .00 .00 1 7 .00 l . l 0 .00 .00 .00 .00 1 8 . 0, 0 .49 .00 .00 .00 .00 I 393 l 5 .00 .54 .00 .00 .00 .00 I 6 .00 1 . 2 5 .00 .00 .00 .00 I 7 .00 .70 .00 .00 .00 .00 l 8 .00 1.09 .00 .00 .00 .00 I 394 1 5 .00 . 5 5 .00 .00 .00 .00 1 6 .00 1 . 2 6 . 0,0 .00 .00 .00 1 7 .00 .72 .00 .00 .00 .00 1 8 .00 1.09 .00 .00 .00 .00 I 395 1 5 .00 .56 .00 .00 .00 .00 I 6 .00 I . 2 7 .00 .00 .00 .00 l 7 .00 .74 .00 .00 .00 .00 1 8 .00 I . 0 9 .00 .00 .00 .00 396 Is .00 .57 ·. 0 0 .00 .00 .00 I I 6 .00 .1 : 2 8 .00 .00 .00 .00 1 7 .00 .76 .00 .00 .00 .00 I 8 .00 1 . 0 9 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 5 1 * I SUPPQ;RT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = S-PACE ----------------- I JOINT LOAD FORCE-X -FORCE-Y ..-oRCJ-,:-Z MOM-X MQM-Y MOM z 397 1 S .. 0 0 .58 .00 .00 .00 .00 1 6 .00 1 . 2 9 .00 .00 .00 .00 ·I 17 .00 .78 .00 .00 . 0 0. .00 1 8 .00 I .09 .00 .00 .00 .00 398 1 S .00 .59 .00 .00 .00 .00 1 6 . 0.0 1 . 3 0 .00 .00 .00 .00 1 7 .00 .80 .00 .00 .00 .00 I 1 8 .00 1 . 0 9 .00 .00 .00 .00 3-99 1 S .00 .60 .00 .00 .00 .00 1 6 .00 1 . 3 1 .00 .00 .00 .00 I 7 .00 .82 .00 .00 .00 .00 I 1 8 .00 1 . 0 8 .00 .00 .00 .00 400 IS .00 .60 .00 .00 .00 .00 1 6 .00 1 . 3 2 .00 .00 .00 .00 I 7 .00 .84 .00 .00 .00 .00 1· 1 8 .00 1 . 0 8 .00 .00 . 0 0 .00 401 1 5 .00 . 6 I .00 .00 .00 .00 1 6 .00 1 . 3 2 .00 .00 .00 .00 1 7 .00 .86 .00 .00 .00 .00 11 1 8 .00 1 . 0 8 .00 .00 .00 .00 402 1 S .00 .62 .00 .00 .00 . 0 0 1 6 .00 1.33 .00 .00 .00 • O·O I 7 .00 .89 .00 .00 .00 .00 .I I 8 .00 I . 0 7 . .00 .00 .00 .00 403 1 S .00 .63 .00 .00 . 0 0 .00 I 6 .00 1 . 3 4 .00 .00 .00 .00 1 7 .00 • 9 1 .00 .00 .00 .00 1 8 .00 1 . 0 6-.00 .00 .00 .00 I 4 0-4 1 S ,00 .64 .00 . 0 0 .00 .00 1 6 .00 1 . 3 5 .00 .00 .00 ·. 0 0 I 7 .00 .93 . 0 0 .00 .00 .00 1 8 .00 1 . 0 6 .00 .00 .00 .00 I 405 IS .00 .64 .00 .00 .00 .00 1 6 .00 1 . 3 6 .00 .00 .00 .00 1 7 .00 .95 .00 .00 . 0 0 .00 1 8 .00 I .OS .00 .00 .00 .00 I 406 1 5 .00 .64 . 0() .00 .00 .00 1 6 .00 1 . 3 6 .00 .00 .00 .00 1 7 .00 .97 .00 .00 .00 .00 I 8 .00 1 . 0 3 .00 .00 .00 .00 I 407 1 5 .00 .64 .00 .00 .00 .00 1 6 .00 1. 3 6 .00 .00 .00 .00 ·1 7 .00 .99 .00 .00 .00 .00 1 8 .00 1 . 0 1 . 0 0 . ·o o .00 .00 408 IS .. 0 0 .64 .00 .00 . 0 0 .00 ·I 1 6 .00 I . 3 5 .<io .00 .00 .00 17 . 00 1 . 0 0 .00 .,0 0 .00 .00 1 8 .00 .99 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 52 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-·z MOM-X MOM-Y MOM z 409 I 5 .00 . 6 3 .'o o .00 .00 .00 1 6 .00 . 1 . 34 .00 .00 .00 .00 I 7 .00 1 . 0 1 .00 .00 .00 .00 I I 8 .00 .95 ·. 0 0 .00 .00 .00 410 1 5 .00 . 6.2 .00 .00 .00 .00 1 6 .00 1 . 3 3 .00 .00 .00 .00 1 7 .00 1 . 0 3 .00 .00 .00 .00 I 1 8 .00 .92 .00 .00 .00 .00 4 1 1 1 5 .00 .60 .00 .00 .00 .00 1 6 .00 1 . 3 1 .00 .00 .00 .00 l· 7 .00 1 . 0 4 .00 .00 .00 .00 I 1 8 .00 .88 .00 .00 .00 .00 412 1 5 .00 .59 .00 .. 0 0 .00 .00 1 6 .00 1 . 2 9 .00 .00 .00 .00 1 7 .00 1 . 0 5 .00 .00 .00 .00 I 1 8 .00 .83 . 0 0 .00 .00 .00 413 1 5 .00 .57 .00 .00 .00 .00 1 6 .00 1 . 2 8 .00 .00 . 0 0 .00 1 7 .00 1 . 0 6 . 0 0 . 0 0 . 0 0 .00 I 1 8 .00 .78 .00 .00 .00 .00 414 15 .00 .55 . 0 0 .00 .00 .00 1 6 .00 1 . 2 6 .00 .00 .00 .00 1 7 . 00 1 . 0 8 . .00 .00 .00 .00 ' I. 8 .00 .73 ,00 .00 .00 .00 I 4 1 5 1 5 .00 .53 .00 .00 .00 .00 1 6 .00 1. 24 .00 .00 .00 .00 1 7 .00 1.09 .00 .00 .00 .00 1 8 .00 .68 .00 .00 .00 .00 I 416 1 5 .00 . 5 1 .00 .00 .00 .00 1 6 .00 1 . 2 2 .00 .00 .00 .00 1 7 .00 1 . 1 1 .00 .00 .00 .00 1 8 .00 .62 .00 .00 .00 .00 I 417 1 5 . 0 0 . .49 .00 .00 .00 .00 1 6 .00 1 . 2 0 . 0.0 .00 .00 .00 1 7 .00 1 . 1 2 :o 0 .00 .00 .00 1,8 .00 .57 .00 .00 .00 .00 I 4 1 8 1 5 .00 .47 .00 .00 .00 .00 16 .00 I . 1 7 .00 .00 .00 .00 1 7 .00 1 . 1 3 .00 .00 .00 .00 1 8 .00 : 5 1 .00 .00 .00 .00 I 423 1 5 .00 .46 .00 .00 .00 .-0 0 1 6 .00 1 . 3 8 .00 .00 .00 .00 1 7 .00 . 7 2, .00 .00 .00 .00 1 8 .00 1 . 1 1 .00 .00 .00 .00 424 1 5 .00 .47 .00 .00 .00 .00 I 1 6 .00 1 . 3 9 .00 .00 .00 .00 1 7 .. 0 0 .14 .00 .00 .00 .00 1 8 .00 1 . 1 1 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 53 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTUR,E TYPE SPACE ----------------- I JO·INT LOAD FORCE-X FORCE-Y FORCE-Z ~OM-X MOM-Y MOM z 425 1 5 .. 0 0 .48 . 00 .00 .00 . 0 0 1 6 .00 1 . 3 9 .00 .00 .00 .00 I 1 7 .00 . 7 6 . o·o .00 . 0 o. .00 1 8 .00 1 . 1 1 .00 .00 .00 .00 426 1 5 . 0 0 .49 .00 •. O·O .00 .00 1 6 .00 1 . 4 0 .00 .00 .00 .00 1 7 . 0-0 .78 .00 .00 .00 .00 I 1 8 .00 I . 1 1 .00 .00 .00 .00 427 1 5 .00 .49 .00 .00 .00 .00 I 6 .00 I . 4 I .00 .00 .00 .00 I 7 .00 .80 .00 .00 .00 .00 I 1 8 .00 I . I I .00 .00 .00 .00 428 1 5 .00 .50 .00 .00 .00 .00 l 6 .00 l . 4 2 .00 .00 .00 .00 1 7 .00 .82 .00 .00 .00 .00 1· l 8 .00 l . 1 I .00 .00 .00 .00 429 1 5 .00 . 5 l .00 .00 .00 .00 .l 6 .00 l . 4 3 .00 .00 .00 .00 l 7 .00 .84 .00 .00 .00 .00 I l 8 .00 l . 1 l .00 .00 .00 .00 430 1 5 .00 .53 .00 .00 .00 .00 1 6 .00 l . 4 4 • O·O . o·o .00 .00 l 7 . 0 0 .86 .00 .. 0 0 .00 . 0 0 I l 8 .00 l . 1 0 .00 .00 .00 .00 4 3 l l 5 .00 .54 .00 .00 .00 .00 l 6 .00 l . 4 5 . 0·0 .00 .00 .00 l 7 .00 . 8 8 .00 . 0-0 .00 .00 1 8 .00 l . l 0 .00 .00 .00 .00 I 432 l 5 .00 . 5 5 .00 .00 .00 .00 l 6 .00 l . 4 6 .00 .00 .00 .00 l 7 .00 . 9 l .00 .00 .00 . 0 0 l 8 .00 l . I 0 .00 .00 .00 .00 I 433 I 5 .00 .55 .00 .00 . 0 0 . 0 0 I 6 .00 I . 4 7 .00 .00 .00 . 0 0 I 7 .00 . 9 3 .00 .00 .00 .00 I 8 .00 1.09 .00 , 0 0 .00 .00 I 434 l 5 .00 . 5 6 · .00 .00 .00 .00 l 6 . 0 0 1 . 4 8 ,00 .00 .00 .00 l 7 .00 .95 . 00 .00 .00 .00 l 8 .00 l . 0 9 .00 .00 .00 .00 I 435 l 5 .00 .57 .00 .00 .00 .00 l 6 .00 1. 49 .00 .oo· .00 .00 l 7 .00 .98 .00 .00 .00 .00 1 8 .00 l . 0 8 .00 .00 .00 .00 436 l 5 .00 .57 • Q 0 .00 .00 .00 I l 6 .00 l . 4 9 .00 .00 .00 .00 1 7 .00 I . 0 0 .00 . 0,0. .00 .00 l 8 .00 1.07 .00 .00 .00 .00 I I I I I User ID: Research Engineers, Inc-:- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 54 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 437 1 5 .00 .57 .00 .00 .00 .00 1 6 .00 I . 4 9 .00 .00 .00 .00 I 1 7 .00 I . 0 1 .00 .00 .OQ .00 I 8 .00 LOS .00 .00 .00 .00 438 1 5 .00 .57 .00 .00 .00 .00 1 6 .00 1 . 4 8 .00 .00 .00 .00 I 7 .00 I . 0 3 .00 .00 .00 .00 I 1 8 .00 1 .02 .00 .00 .00 .00 439 I 5 .00 .56 .00 .00 .00 .00 1 6 .00 1 . 4 7 .00 .00 .00 .00 1 7 . oo· 1.04 .00 .00 .00 .00 I 1 8 .00 .99 .00 .00 .00 .00 440 1 5 .00 . 5 5 .00 .00 .00 .00 1 6 .00 1 . 4 6 .00 .00 .00 .00 1 7 .00 1 . 0 6 .00 .00 .00 .00 I 1 8 .00 .95 .00 .00 .00 .00 441 1 5 .00 .53 .00 .00 .00 .00 1 6 .00 1 . 4 4 . -o o .00 .00 .00 1 7 .00 1 . 0 7 .00 .00 ·. 0 0 .00 I .18 .00 . 9 1 .00 .00 .00 .00 442 1 5 .00 . 5 1 . 0 o . .00 .00 .00 1 6 .00 1 . 4 3 .00 .00 .00 .00 1 7 .00 1 . 0 8 .00 .00 .00 .00 1 8 .00 .86 .00 .00 .06 .00 I 443 1 5 .00 . 5 0 .00 .00 .00 .00 1 6 .00 1 . 4 1 . o·o .00 .00 .00 1 7 .00 1 . 1 0 .00 .00 . 0 0 .00 1 8 .00 . 8 1 .00 .00 .00 .00 I 444 1 5 .00 .48 .00 .00 . 00 .00 1 6 .00 1 . 3 9 .00 .00 . 0 0 .00 1 7 .00 1 . l 1 .00 .00 . 0 0 .00 1 8 .00 .76 .00 .00 .oo. .00 I 445 15 .00 .46 .00 .00 . 0 0 .00 1 6 . 0 0 1 .37 .00 .00 . 0 0 .00 1 7 .00 1 . I 3 .00 .00 . 0 0 .00 1 8 .00 .70 .00 .00 .00 .00 I 446 1 5 .00 .44 .00 .00 . 0 0 .00 1 6 .00 1 . 3 5 .00 .00 .00 .00 1 7 .00 1 . 1 4 .00 .00 .00 .00 1 8 .00 .65 .00 .00 .·O 0 .00 447 1 5 .00 .42 .00 .00 .00 .00 I 1 6 .00 1 .33 .00 .00 .00 .00 1 7 .00 1 . 1 6 .00 .00 .00 .00 1 8 .00 .59 .00 .00 .00 .00 448 l 5 .00 .40 .00 .00 .00 .00 I· 1 6 .00 1 . 3 1 .00 .00 .00 .00 11 .00 1 . 1 8 .00 .00 .00 .00 l 8 .00 .54 .00 ·. 0 0 .. 0 0 .00 I I I I I User ID: Research Engineers, inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 5 5 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ---------.;.--'----- I JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z 453 1 5 .00 . 38 .00 . 0 0 . .00 .00 16 . 0·0 1 . 5 1 .00 .00 .00 .00 1 7 . 0 0 .75 .00 .00 .00 .00 I l 8 .00 1 . 1 4 .00 .00 .00 .00 454 1 5 .00 .39 .00 .00 .00 .00 1 6 .00 1 .52 .00 .00 .00 .00 1 7 .00 .77 .00 .. 0 0 .00 .00 I 1 8 .00 1 . 1 4 .0Q .00 .00 .00 455 i 5 · .00 .40 .00 .00 .00 .00 1 6 .00 I . 5 2 .00 .00 .00 .00 I 7 .00 . 7 8 .00 .0Q .00 .00 I 1 8 .00 I . I 4 .00 .00 .00 .00 456 l 5 .00 . 4 1 .00 .00 . o·o .00 1 6 .00 1 . 5 3 .00 .00 .00 .00 1 7 .00 .80 .00 .00 .00 .00 I 1 8 .00 1 . l 4 .00 .00 .00 .00 457 15 .00 .42 .00 .00 .00 .00 1 6 . 0-0 1 . 5 4 .00 .00 .00 .00 I 7 .00 .82 .00 .00 .00 .00 I 1 8 .00 I . 1 3 .00 .00 .00 .00 458 1 5 .00 .43 .00 .00 .00 .00 I 6 .00 1 .54 .00 .00 .00 .00 I 7 -. 0 0 .84 .00 .00 .00 .00 1 8 . 0 0 I . 1 3 . 0 o. .00 .00 .00 I 459 1 5 . o·o .44 . 0 0 .00 .00 .00 1 6 .00 I . 5 5 .00 .00 .00 .00 l 7 .00 .86 .00 .00 .00 .00 1-8 .00 1 . 1 3 .00 .00 .00 .00 I 460 1 5 . 0 0 .45 .00 .00 .00 .00 I ·6 .00 1 . 5 6 .00 .00 .00 .00 l 7 .00 .88 .oo .00 .00 .00 1 8 .00 1 . 1 3 .00 .00 .00 .00 I 461 I 5 .00 .46 .00 .00 .00 .00 1 6 .00 1.. 5 7 .00 .00 .00 .00 1.7 .00 , 9 1 .00 . ·O 0 .00 .00 I 8 .00 I . l' 3 .. 0 0 .00 .00 .00 I 462 ·1 5 .00 . 4 '7 .00 .00 .00 .00 · 1 6 .00 1.59 .00 ·. 0 0 .00 .00 1 7 .00 .93 . 0 0. .00 .00 . 0 0 I 8 .00 l . l 3 .00 .00 .00 .00 I 463 l 5 .00 .48 .00 .00 .00 .00 1 6 .. 0 0 1.60 .00 .00 .00 .00 l 7 .oo .96 .00 .00 .00 .00 1 8 .00 1 . 1 3 .00 .00 .00 .00 464 l 5 .00 .49 .00 .00 .00 .00 I 16 ,• 0 0 1 . 61 .00 .00 .00 .00 l 7 .00 .98 .Q0 .00 .00 .00 1 8 . 0,0 1 . 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I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 56 * I SUPPORT RE:ACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE -----· ------.. --... -- JOINT LOAD FORCE-X FORCE-Y FORCE:-.Z MOM-X MOM-Y MOM z I 465 1.5 -,00 .50 .00 .00 .00 .00 I 6 .00 l . 6 2 .00 .00 .00 .00 I 7 ,00 l . 0 0 .00 .00 .00 .00 I l 8 ,00 l . l 2 .00 .00 .00 .00 4 6-6 I 5. .00 .50 .00 .00 .00 .00 I 6 .00 I . 6 3 . 0 0 .00 .00 .00 I 7 .00 I . 0 3 .00 .00 .00 .00 I I 8 .00 I. 11 .00 .00 .00 .00 467 1 5 . 0-0 .50 .00 . 0 0, .00 .00 l 6 .00 I . 6 3 .00 ,I .00 .00 . 0 0 1 7 .00 1 . 0 4 .00 .00 .00 .00 I l 8 . 0 0 · 1 . 0 9 . o·o .00 .00 .00 468 1 5 .00 .50 .00 .00 .00 .00 1 6 • 0·0 1 . 6 2 .00 .00 .00 .00 1 7 .00 l . 0 6 . ·o o .00 .00 .00 I 1 8 .00 1.06 .00 .00 .00 .00 469 1 5 .00 .49 .00 .00 .00 .00 I 6 . 0 0 i . 6 1 .00 .00 .00 .00 l 7 .00 1 .07 • 0·0 .00 .00 .00 1 8 .00 1 . 0 3 .00 . 0 0-.00 .00 I 470 1 5 .00 .48 .00 .00 .00 .00 1 6 . o·o 1 . 6 0 .00 .00 .00 .00 l 7 .00 1 . 0 9 .00 .00 .00 .00 I 8 .00 .99 . 00 . .00 .00 .00 I 471 1 5 .00 .46 .00 .00 .00 .00 1 6 .00 I . 5 8 .00 .00 .00 .00 17 .00 1 . I 0 .00 .00 .00 .00 I 8 .00 .94 .00 .00 .00 .00 I 472 1 ? .00 .44 .00 .00 .00 .00 1 6 .00 1 . 5 6 .00 .00 .00 .00 I 7 .00 I . I 2 . o·o .00 .00 .00 1 8 .00 .89 .00 .00 .00 .00 I 473 15 . 0 0 .43 .00 .. 0 0 .00 .00 1 6 .00 1 . '.5 4 .00 .00 .00 .00 l 7 .00 1 . 1 3 .00 .00 .00 .00 1 8 .00 .84 . 0·0 ,00 .00 .00 I 474 1 5 . o.o . 4 1 .00 .00 .00 .00 l 6 .00 .1 • 5 3 .00 .. 0 0 .00 .00 l 7 .00 1 . 1 5 . o.ci .00 .00 .00 1 8 .00 .79 .00 . O·b .00 .00 475 1 5 .00 .39 . o·o .00 .00 .00 I 1 6 .00 I . 5 1 .00 .00 .00 .00 1 7 .00 1 . I 7 .00 .00 .00 .00 1 8 .oo .73 .00 .00 .00 .00 476 I 5 .00 . 3 7 .00 .00 .00 .00 I 1 6 .00 1 . 4 9 .00 .00 .00 .00 l 7 .00 I. 18 • 0·0 .00 .00 .00 1 8 .00 .68 .00 .ob .00 .00 I I I ,I I -· User ID: Research Engineers, Inc. I' FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 57 * 1· SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAJ) FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 477 I 5 .00 · . 3 5 .00 .00 .00 .00 1 6 .00 1 . 4 7 .00 .00 .00 .00 I 7 .00 1 . 2 0 .00 .00 .0Q .00 I 1 8 .00 .62 .00 .. 0 0 .00 .00 478 1 5 .00 .33 .00 .00 .00 .00 1 6 .00 1 . 4 5 .00 .00 .00 .00 1 7 .00 1 . 2 2 .00 .00 .00 .00 I 1 8 .00 . .56 .00 .00 .00 .00 483 1 5 .00 .30 .00 .00 .00 .00 1 6 .00 1 . 6 5 .00 .00 .00 .00 1 7 .00 .78 .00 . 0·0 .00 .00 I 1 8 .00 1. 1 7 .00 .00 .00 .00 484 1 5 .00 . 3 1 .00 .00 .00 .00 1 6 .00 1 . 6 5 •. 00· .00 .00 .00 17 .00 .79 ,00 .00 .00 .00 I 1 8 .00 1 . 1 7 .00 .00 .00 .00 4. 8 5 1 5 .00 .32 .00 .00 .00 .00 1 6 .00 1 . 6 6 .00 .00 .00 .00 1 7 .00 . 8 1 .00 .00 .00 .00 1 8 .00 1."17 . 0.0 .00 .00 .00 I 486 1 5 .00 .33 .00 .00 .00 .00 1 6 .00 1 . 6 6 . 0-0 .00 .00 .00 1 7 .00 . 8 3 .00 .00 .00 .00 1 8 .00 1 . 16 .00 .00 .00 .00 I 487 15 .00 .34 .00 .00 .00 .00 16 .Q0 1.67 .00 .00 .00 .00 1 7 .00 .84 .00 .00 .00 .00 1 8 .00 1 . 1 6 .00 .00 .00 .00 I 488 1 5 .00 .35 .00 . ·o o .00 .00 1 6 .00 1 . 6 7 . 0 0 .00 .00 .00 1 7 .00 .86 .00 .00 .00 .00 1 8 .00 l . 1 6 . 0 () .00 .00 .00 I 489 1 5 .00 . 3 6 .00 .00 .00 .00 1 6 .00 1.68 .00 .00 .00 .00 1 7 .00 .88 .00 .00 .00 .00 18 . 0.0 1 . 1 6 .00 • 0·0 .00 .00 490 1 5 .00 .37 .00 .00 .00 .00 I 16 .00 1.69 . 0.0 .00 .00 .00 1 7 .00 . 91' .00 .00 .00 .00 1 8 .00 1 . 1 6 .00 .00 .00 .00 491 1 5 .00 .39 .00 .00 .00 .00 I 1 6 .00 1.70 .00 .00 .00 .00 1 7 .00 .93 .00 .00 .00 .00 1 8 .00 1 . 1 6 .00 .oo .00 .00 492 1 5 .00 .40 .00 .00 .00 .00 I 1 6 .00 1 .-12 .00 .00 .00 .00 1 7 .00 .96 .00 .00 .00 .00 1 8 .00 1 . 1 6 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAt.1'E * CALLAWAY MIXER MAT FND. --PAGE NO. 58 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE'-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 493 1 5 . 0 0 . 4 1 . 00 .00 .00 .00 I 6 .00 1 . 7 3 .00 .00 .00 .00 1 7 .00 .98 .00 .. o 0 .00 .00 I 1 8 .00 1 . I 6 .00 .00 .00 .00 494 1 5 .00 .42 .00 .00 .00 .00 1 6 .00 1 . 7 5 .00 .00 .00 .00 I 7 .00 I . 0 I .00 .00 .00 .00 I I 8 .00 I . I 6 .00 .00 .00 .00 495 l 5 . 0 0 .43 .00 .00 .00 .00 l 6 .00 1 . 7 6 .00 .00 .00 .00 I 7 .00 I . 0 3 .00 .00 .00 .00 I I 8 .00 I . 1 6 .00 .00 .00 .00 496 1 5 .00 .44 .00 .00 .00 .00 1 6 . 0 0 1 . 7 7 .00 .00 .00 .00 l 7 .00 1 . 0 6 .00 .00 .00 .00 I 1 8 .00 1 . 1 5 .00 .00 .00 .00 497 1 5 .00 .44 .00 .00 .00 .00 1 6 .00 1 .77 .00 .00 .00 .00 l 7 .00 1 . 0 8 .00 .00 .00 .00 1 8 . 00 1. 14 . .00 .00 .00 .00 I 498 1 5 .00 .44 .00 .00 .00 .00 .1 6 .00 1 . 7 7 .00 .00 .00 .00 1 7 .00 1 . 1 0 .00 .00 .00 .00 I 8 . 00 1 . 1 1 .00 .00 .00 .00 I 499 1 5 .00 .42 .00 .00 .00 .00 1 6 .00 1 . 7 5 .00 .00 .00 .00 1 7 .00 1 . 1 1 .00 . 0 0 .00 .00 18 .00 1 . 0 7 .00 .00 .00 .00 I 500 1 5 .00 . 4 1 .00 .00 .00 .00 1 6 .00 1 . 7 4 .00 .00 .00 .00 1 7 .00 I . 12 . 0-0 .00 .00 .00 1 8 .00 1 .03 .00 .00 .00 .00 I 5 0 1 1 5 .00 . 3 9 .00 .00 .00 .00 1 6 .00 1 . 7 2 .00 .00 .00 .00 1 7 .00 1 . 14 . ·o o .00 .00 .00 I 8 .00 . 9 8 .00 .00 .00 .00 502 1 5 .00 .38 .00 .00 .00 .00 I 1 6 .00 1 .70 .00 .00 .00 .00 1 7 .00 1 . 1 5 .00 . 0 0 .00 .00 1 8 .00 .93 .00 .00 .00 .00 503 15 .00 .36 .00 .00 .00 .00 I 1 6 .00 1 . 6 8 .00 .00 .00 .00 "17 • O·O 1 . i 7 .00 .00 .00 .00 1 8, .00 .88 .00 .00 .00 .00 504 1 5 .00 .34 .00 .00 .00 .00 I 1 6 .00 1 . 6 7 .00 .00 .00 .00 · 1 7 .00 1 . 1 9 .00 .00 .00 .00 1 8 .00 .82 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 59 * I SUPPORT REACTIONS -UNIT KJP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FQRCE-Y FORCE-Z MOM-X MOM-Y MOM z I 505 1 5 . o·o .32 .00 .00 .00 .00 1 6 .00 1 . 6 5 .00 .00 .00 .00 1 7 .00 1 . 2 1 .00 .00 . 0 0. .00 I 1 8 .00 .76 .00 .00 .00 .00 506 l 5 .00 .30 .00 .00 .00 .00 1 6 .00 l . 6 3 .00 .00 .00 .00 1 7 .00 1 . 23 .00 .00 .00 .00 I 1 8 .00 . 7 1 · . 0 0 .Q0 .00 .00 507 1 5 .00 .28 .00 .00 .00 .00 1 6 .00 1 . 6 2 .00 .0Q .00 .00 1 7 .00 1 . 2 5 .00 .00 .00 .00 1: 1 8 .00 .65 .00 . 0.0 .00 .00 508 1 5 .00 .26 .00 .00 .00 .00 l 6 .00 1 . 6 0 .00 .00 .00 .00 1 7 .00 1 . 2 8 .00 . 0 0 .00 .00 I 1 8 .00 .59 .00 .00 .00 .00 92 1 5 .00 1 . 2 2 .00 .00 .00 .00 16 .00 . 2 1 .00 .00 .00 .00 1 7 .00 . 5 5 .00 .00 .00 .00 1 8 .00 . 8 8 .00 .00 .00 . 0 0 I 1 1 9 l 5 .00 l . 0 7 .00 .00 .00 . 0 0 1 6 .00 .06 .00 .00 .00 .00 l 7 .00 .84 .00 .00 .00 .00 l 8 .00 .29 .00 .00 .00 .00 I 122 1 5 .00 1 . 12 . 0 0 .00 .00 .00 l 6 .00 .27 .00 .00 .00 .00 l 7 .00 . 5 3 . O·O . 0 0 .00 . 0 0 1 8 .00 .86 .00 .00 .00 .00 I 149 1 5 .00 .97 .00 .00 .00 .00 1 6 .00 . 1 3 .00 .0Q .00 .00 l 7 .00 .82 .00 . 0 0 .00 .00 1 8 .00 .29 .00 .00 .00 .00 I 152 1 5 .00 1 . 0 2 .00 .00 .00 .00 16 .00 .33 .00 .00 .00 .00 1 7 .00 . 5 l . b 0 .00 .00 .00 1 8 .00 .84 .00 .00 .00 .00 I 179 1 5 .00 . 8 8 .00 .00 .00 .00 l 6 .00 . 2 1 .00 .00 .00 . 0 0 17 .00 .80 . 0 0 .00 .00 .00 1 8 .00 :2 8 .00 .00 . o·o .00 182 15 .00 .92 .00 .00 .00 .00 I 1 6 .00 .39 .00 .00 . o o' .00 17 .00 ,SO .00 .00 .00 . 0 0 1 8 .00 .82 .00 .00 .00 .00 209 1 5 .. 00 .80 .00 .00 .00 .00 ·1 1 6 .00 .28 .00 .00 .00 .00 1 7 .00 .79 .00 .00 .00 .00 1 8 .00 .28 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 60 * I SUPPORT REACTIONS -UNIT KIP-FEET STRUCTURE TYPE SPACE ----~--~-------~- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 212 I 5 .. 0 0 . 8 3 .00 .00 .00 .00 1 6 .00 .46 .00 .00 .00 .00 1 7 .00 .49 .00 .00 .OQ .00 I I 8 .00 . 8 () .00 .00 .00 .00 239 1 5 .00 .72 .00 .00 . 0 0 .00 1 6 .00 .35 .00 .00 .00 .00 1 7 .00 . 7 8 .00 .00 .00 .00 I p .00 .28 .00 .00 .00 .00 242 1 5 .00 . 7 5 .00 .00 .00 .00 I 6 .00 . 5 3 .00 .00 .00 .00 1 7 .00 .48 .00 .00 .00 .00 I 1 8 .00 .79 .00 .00 .00 .00 269 I 5 .00 .64 .00 .00 .00 .00 16 .00 -"43' .. 0 0 .00 .00 .00 I 7 .00 . 7 8 .00 . 0 0 .00 .00 1· I 8 . 00 .29 . 0 0 . .00 .00 .00 272 1 5 .00 .67 .00 .00 .00 .00 I 6 .00 .60 .00 .00 .00 .00 I 7 .00 .48 .00 .00 .00 .00 1 8 .00 .79 .00 .00 .00 .00 I 299 1 5 .00 . 5 7 .00 .00 .00 .00 1 6 .00 . 5 0 . O·O .00 .00 .00 1 7 .00 . 7 9 .00 .00 .00 .00 1 8 .00 .29 .00 .00 .00 .00 I 302 1 5 .00 .60 .00 .00 .00 .00 1 6 .00 .67 .00 .00 .00 .00 I 7 .00 .48 .00 .00 .00 .00 1 8 .00 .79 . 0 0 .00 . 0 0 .00 I 329 1 5 .00 . 5 1 .00 .00 .00 .00 1 6 .00 .59 .00 .00 .00 .00 1 7 .00 .79 .00 .00 .00 .00 18 .00 .30 .00 .00 .00 .00 I 332 I 5 .00 . 5 3 .00 .00 .00 .00 16 .00 .75 .60 .00 .00 .00 1 7 .00 .49 .00 .00 .00 .00 1 8 .00 .79 . 0 () .• 0 0 . 0 0 .00 359 1 5 .00 . 4 5· .00 .00 . 0 0 .00 I 1 6 .00 .67 .00 .00 .00 .00 I 7 .00 . 8 1 .oo .00 .00 .00 1 8 .00 . 3 1 .00 .00 .00 .00 362 1 5 .00 .46 .00 .00 .00 .00 I 1 6 . 00 .84 .00 . 0 0 . .00 .00 1 7 .00 .. 5 0 .00 .00 .00 .00 1 8 .00 .80 .00 .00 .00 .00 389 1 5 .00 .39 .00 .00 .00 .00 I 1 6 .00 .77 .00 .00 .00 .00 1 7 .00 . 8 3. .00 .00 .00 .00 1 8 ., 0 0 .32 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. - I fRAME * CALLAWAY MIXER MAT FND. --PAGE NO. .6 I * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOIN"I: LOAD FORCE-X FORCE-Y FORCE-?,. MOM-X MOM-Y MOM z I 3 9·2 1 5 -.00 .40 .00 .00 .00 .00 1 6 .00 .93 .00 .00 .00 .00 1 7 .00 . 5 I .00 .00 . 0 o. .00 I 1 8 .00 .82 .00 .00 .00 .00 419 I 5 .00 .34 .00 . 0 o. .00 .00 1 6 .00 .86 .00 .00 .00 .00 I 7 .00 .86 .OQ .00 .00 .00 I 1 8 .00 .. 3 4 .00 .00 .00 . 0 0 422 ·q .·O 0 .34 .00 .00 .00 .00 1 6 .00 1 . 0 3 ;OO .00 .00 .00 1 7 .oo· .53 .00 ,00 .00 .00 -:I I 8 .00 .83 .00 .00 .00 .00 449 15 .00 .29 .00 .00 .00 .00 1 6 .00 .97 .00 .00 .00 .00 I,7 .00 .89 .00 .00 . 0 0 .00 I I 8 .00 .36 .00 .00 .00 .00 452 I 5 .00 .28 .00 .00 .00 .00 I 6 .00 1 . 1 3 .00 .00 .00 .00 l 7 .00 . 5 5 .00 .00 .00 .00 1. I 8 .00 .86 .00 .00 .00 .00 479 I 5 .00 .23 .00 • Q 0 .00 .00 I ·6 .00 I . 0 7 . 00. .00 .00 .00 1 7 .00 .93 .00 .00 .00 .00 I 8 .00 .38 .00 .00 .00 .00 I 482 I 5 . o.o .22 .00 .00 .00 .00 l 6 .00 I . 2 3 . 0 0 .00 . 0 0 .00 1 7 ,. 0 0 • 5 7 .00 .00 .00 .00 l 8 .00 . 8 8 .00 , 0 0 . 0-0 .00 I 509 1 5 .00 . I 8 ,00 .00 .00 .00 1 6 .00 l . I 9 .00 .00 .00 .00 I 7 .00 .97 .00 .00 .00 .00 1 8 . 00 , .40 .00 .00 .00 .00 I 63 I 5 .00 .89 8 . 1 6 .00 .00 .00 16 .00 . I 0 -5. 3 4 .00 .00 .00 I 7 .90 .38 1 . I 2 .00 .00 .00 18 . o·o .60 J . 7 I . 0·0 .00 .00 I 64 1 5 .00 .89 . 0 0 .00 .00 .00 1'6 .00 . I 0 .00 .00 .00 .00 17 .00 .39 .00 .00 .00 .00 1 8 .00 . 6.0 .00 .00 .00 .00 65 1 5 .00 .89 .00 .00 .00 .00 I 16 .00 . 1 0 . O·O .00 .oo .00 I 7 .00 .40 .00 .00 .00 .00 1 8 .00 .59 .00 .00 .00 .00 66 1 5 .00 .88 .00 .00 .00 .00 I I 6 .00 . 1 0 .00 .00 .00 .00 17 .00 .40 .00 .00 .00 .00 1 8 .00 .59 . 00 ,00 .00 .00 I I I I I -User ID: Research Engineers, Inc. ·I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 62 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE __________ .;. ______ JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 67 1 s .00 .88 .00 .00 .00 .00 l 6 .00 . ll .00 .00 .00 .00 l 7 .00 . 4 I .00 .00 .00 .00 I I 8 .00 .58 .00 .00 .00 .00 68 I 5 .00 .88 .00 .00 .00 .00 1 6 .00 . 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I 3 .00 .00 .00 .00 I 1 .00 . 5 0 . 0 0. .00 .00 .00 1 8 .00 .55 .00 . 0·0 .00 .00 77 1 5 I . 0·8 . 9 1 8 . 8 I .00 .00 .00 I 1 6 2.46 . I 3 -4.J4 .00 .00 .00 1 7 -5 . 3 3 .50 2.77 .00 .op .00 1 8 8.87 .54 1 . 9 5 .00 .00 .00 78 15 .00 . 9 1 .00 .00 .00 .00 I 1 6 .00 . 1 3 .00 .00 .00 .00 17 .00 . 5 1 . 0.0 .00 .00 .00 18 .00 .52 .00 .00 .00 .00 ·.: .. I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 63 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE -----------:..:----- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 79 1 5 .00 .90 .00 .00 .00 .00 16 .00 . 1 2 • 0·0 . o:o .00 .00 1 7 . o,o . 5 1 .00 .00 .00 .00 I 1 8 .00 .50 .00 .00 .00 .00 80 1 5 .00 .88 .00 . 0 0 .00 .00 1 6 .00 . 1 1 .00 .00 .00 .00 1 7 .00 .52 .00 .00 .00 .00 I 1 8 .00 .47 .00 • 0·0 .00 .00 8 1 1 5 .00 . 8 7 .00 .00 .00 .00 1 6 .00 . 1'0 .00 .00 .00 .00 1 7 .00 .52 .00 .00 .00 .00 I 1 8 . 0 0. .45 .00 .00 .00 .00 82' 1,5 .00 .86 .00 .00 .00 .00 1 6 .00 .08 ,00 .00 .00 .00 1 7 .00 .52 .00 .00 .00 .00 I 18 :Q0 .42 .()0 .oo .00 .00 83 1 5 .00 . 8 5 .00 . 0 0 .00 .00 1 6 .00 .07 .00 .00 .00 .00 1 7 .00 .5'3 .00 .00 .00 .00 .1 8 .00 . 3 9 . 0·0 .00 .00 .00 I 84 1 5 .00 . 83 ·• 0·0 .00 .00 .00 1 6 • O"0 .06 .00 .00 .00 .00 1 7 .00 .54 .. 0 0 . 0 0 .00 .00 18 . 0-0 .36 .00 . 0,0 .00 .00 I 85 1 5 ,00 .82 .00 .00 .00 .00 .}6 .00 .05 .00 .00 .00 .00 1 7 .00 .54 .00 .00 . 0 0 .00 1 8 .00 .32 .00 .00 . 0 0 .00 I 86 15 . 0 0 ' . 8 1 .00 .00 .00 .00 1 6 .00 .03 .00 .00 .00 .00 1 7 .00 .55 .Q0 .00 .00 .00 1 8 ·. 0 0 . 2 9 .00 .00 .00 .00 I 87 1 5 .00 .80 ;00 .00 .00 .00 1 6· .00 .02 .00 .00 .00 .00 1 7· .00 .56 .00 .00 .00 .00 1 8 .Q0 .26 .00 .00 .00 .00 88 1 5 -3.19 .79 7.62 .00 .00 .00 I 1 6 -.55 . 0 1 -5.36 .00 .00 .00 1 7 -9.02 .57 1 . 4 1 .00 .00 .00 1 8 5. i 8 .23 .85 .00 .00 .00 5 1 3 l 5 .00 . 1 1 5.37 .00 .00 .00 I 16 .00 .90 -8 . 1 3 .00 .00 .00 1 7 .00 . 4 1 -1 . 5 8 .00 .00 .00 l 8 .. 0 0 .,6 0 -1. 18 .00 .00 .00 5 1 4 1 5 .00 .12 .00 .00 .00 .00 ·I 1 6 .00 .9() .00 .00 .00 .00 1 7 .00 .41 .00 .00 .00 .00 1 8 .00 .60 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 64 I * I· SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ------------------ JOINT LOAD FORCE-x· FORCE-Y FORCE~z MOM-X MOM-Y MOM z I 5 1 5 1 5 .00 . 1 2 .00 .00 . 0 0 .00 1 6 .00 .90 .00 . 0·0 .00 .00 1 7 • 0·0 .42 .00 .00 .00 .00 I I 8 .<io .60 .00 .00 .06 .00 5 1 6 1 5 .00 . 1 3 .00 .00 .00 .00 1 6 .00 .90 .00 .00 .00 .00 1 7 .00 .4~ .00 .00 .00 .00 I 1 8 .00 .60 .00 .00 .00 . 0 0 5 1 7 l 5 .00 . l 3 .00 .00 .00 .00 l 6 .00 . 9 0 .00 .00 .00 .00 I 7 .00 .43 .00 .00 .00 .00 I 1 8 .00 .60 .00 .00 .00 .00 5 1 8 1 5 .00 . 1 4 .00 .00 .00 .00 16 .00 .90 .00 . 0 0 · .00 .00 1 7 .00 .44 .00 .00 .00 .00 1 8 .00 . 6 0 .00 .00 .00 .00 I 5 1 9 i 5 .00 . I 4 .00 .00 .00 .00 1 6 .00 . 9 1 .00 .00 .00 .00 1 7 .00 .45 .00 .00 .00 .00 1 8 .00 .60 .00 .00 .00 .00 I 520 1 5 .00 . 1 5 .00 .00 .00 .00 I 6 . 0 0 .·9 1 .00 .00 .00 .00 I 7 .00 .47 .00 .00 .00 .00 I 8 .00 .60 .00 .00 .00 .00 I 5 2 I I 5 .00 . 1 6 .00 .00 .00 .00 1 6 .00 .92 .00 .00 .00 .00 I 7 .00 .48 .00 .00 .00 .00 1 8 .00 .60 .00 .00 .00 .00 I 522 I 5 .00 . 1 6 .00 .00 .00 .00 I 6 .00 .93 .. 0 0 .00 .00 . 0 0 1 7 .00 .49 .00 .00 .00 . 0 0 1 8 .00 .60 .00 .00 .00 .00 I 523 1 5 .00 . 1 7 .00 .00 .00 .00 i 6 .00 .94 .00 .00 .00 .00 1 7 .00 . 5 1 .00 .00 .00 .00 1 8 .00 .60 .00 .00 .00 .00 524 1 5 .00 . I 8 .00 .00 .00 .00 I 1 6 .00 .94 .00 .00 .00 .00 I 7 .00 . 5·2 .00 .00 .00 .00 1 8 .00 .60 . (i 0 .qo .00 .00 525 1 5 .00 . 1 8 .00 .Q0 .00 .00 I 1 6 .00 .95 .00 .00 .00 .00 I 7 .00 .53 .00 .00 . 0 0. .00 I 8 .00 .60 • 0·0 .00 .00 .00 526 I 5 .00 . 1 9 .00 .00 .00 .00 I I 6 .00 ·. 96 .00 .00 .00 .00 1 7 ., (i 0 . 5 5 .00 .00 .00 .00 J 8 .00 ,60 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. .. -PAGE NO. 65 * I· SUPPORT REACTIONS -UNIT KiP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 527 15 _2_. 8 1 . 19 4.02 .00 .00 .00 16 1 . 4 3 .96 -8.75 .00 .00 .00 1 7 -5 . 3 7 .56 -2.76 .00 . o o_ .00 I 1 8 9.62 .59 -1.94 . 0 0 .00 .00 528 1 5 . o-o . 1 9 .00 .00 .00 .00 1'6 .00 . 9 6· .00 .00 .00 .00 1 7 .00 . 5 7 .00 .00 .00 .00 I 1 8 ,. 0 0 . 5 8 .00 .00 .00 .00 529 1 5 .00 . 1 8 .00 .00 .00 .00 1 6 .00 .95 .00 .00 .00 .00 1 7 .00 .57 .00 . 0 0, .00 .00 I 1 8 .00 .56 .00 .00 .00 .00 530 1 5 .00 . 1 7 .00 .00 .00 .00 1 6 .00 .94 .00 .00 .00 .00 1 7 .00 . .5 8 .00 .00 .00 .00 I 1 8 .00 .54 .00 .00 .00 .00 531 1.5 .00 . 1 6 .00 .bo .00 .00 1 6 .00 .93 .00 .00 . 0 0 . 0 0 1 7 ., 0 0 .59 .00 .00 .00 .00 1 8 .00 . 5 1 .00 .00 .00 .00 I 532 1 5 .00 . 1 5 .00 .00 .00 .00 1 6 .00 .92 .00 .00 .00 .00 1 7 .00 .60 .00 .00 .00 . 0 0 1 8 .00 .4~ .00 .00 .00 .00 I 533 1 5 .00 . 1 5 .00 .00 .00 .00 1 6 .00 . 9 1 .00 .00 .00 .00 1 7 .00 .60 . 0-0 .. 0 0 .00 .00 1 8 .00 .46 .00 .00 .00 .00 I 534 1 5 .00 . 14 • O·O . ·o o .00 .00 1 6 .00 . 9 1 .00 .00 .00 .00 1 7 .00 . 6 1 .00 .00 .00 .00 1 8 .00 .43 .00 .00 .00 .00 I 535 1 5 .00 . 1 3 .00 .00 .00 .00 16 .00 .90 .00 .00 .00 .00 17 • O·O -. 63 .00 .00 .00 .00 1 8 .00 .40 .00 .00 .00 .00 536 1 5 .. 0 0 . 1 2 .00 .00 .00 .00 I 1 6 .00 .89 .. 0 0 .00 .00 .00 1 7 .00 .64 .00 .00 .00 .00 1.8 .00 .37 .00 .00 . 0 0 .00 537 1 5 .00 . 1 1 .00 .00 .00 .00 I-1 6 .00 .89 .00 .00 .00 .00 ·1 7 .00 .65 .00 .00 .00 .00 1 8 .00 .34 .00 .00 .00 .00 538 1 5 -1 . 0 6 . 1 0 5.23 . 0 0 .00 .00 I 1 6 · 3. 7 2 .88 · 7 . 6° 1 -.00 . 0 0 .00 17 -9.90 .66 -1 . 3 2 .00 .00 .00 1 8 5 . 1 2 . 3 1 • 1 . 3 2 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 66 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCEaZ MOM-X MOM-Y MOM z I 9 1 . 1 5 .00 .41 .00 .00 .00 .00 1 6 .00 .07 .00 .00 .00 .00 1 7 .00 . I 8 .00 .00 .00 .00 I 1 8 .00 .29 .00 .00 . o o· .00 120 1 5 .00 . 3 5 .00 ,00 .00 .00 1 6 .00 .02 .00 .00 .00 .00 1 7 .00 .28 .00 .00 .00 .00 I 1 8 .00 .09 .00 .00 .00 .00 121 1 5 .00 .37 .00 .00 .00 .00 1 6 .00 .09 .00 .00 .00 .00 1 7 .00 .17 .00 .00 .00 .00 I 1 8 .00 .29 .00 .oo .00 .00 1 5 0 1 5 .00 .32 .00 .00 .00 .00 1 6 .00 .04 .00 .00 .00 .00 1 7 .00 .28 .00 .00 .00 .00 I 1 8 . 0 o. .09 .00 .00 .00 .00 1 5 1 1 5 .00 . 3 4 .00 .00 .00 .00 1 6 .00 . 1 1 .00 .00 .00 .00 1 7 .00 . 1 7 .00 .00 .00 .00 1 8 .00 .28 . ·o o .00 .00 .00 I 1 8 0 1 5 .00 .29 .00 .00 .00 .00 1 6 .00 .07 .00 . o·o .00 .00 1 7 .00 . 2 7. .00 .00 .00 .00 1 8 .00 .09 .00 .00 .00 .00 I 1 8 1 1 5 .00 . 3 1 .00 .00 .00 .00 1 6. .00 . 13 .00 .00 .00 .00 1 7 · .00 . 1 6 .00 .00 .00 .00 1 8 .00 .27 .00 .00 .00 .00 I 210 1 5 .00 .26 .00 .00 .00 .00 i 6 .00 .09 .00 .00 .00 .00 1 7 .00 .26 .00 .00 .00 .00 1 8 .00 .09 .00 .00 .00 .00 I 2 ll 1 5 . 0 0. .28 .00 .00 .00 .00 1 6 .00 . 1 5 .00 .00 .00 .00 1 7 .00 . 1 6 : 0 0 .00 .00 .00 1 8 .00 .27 .00 .00 .00 .00 I 240 15 .00 .24 .00 .00 .00 .00 1 6 .00 . 1 1 .00 .00 .00 .00 1 7 .00 .26 .00 .00 .00 .00 1 8 .00 .09 .00 .00 .00 .00 241 1 5 .00 .25 .00 .00 .00 .. 0 0 I 1 6 .00 . 1 7 .00 .00 .00 .00 1 7 .00 . 1 6 .00 .00 .00 .00 1 8 .00 .26 .00 .00 .00 .00 270 1 5 .00 . 2 1 .00 .00 .00 .00 I '16 .00 . 14 .00 .00 .00 .00 1 7 .00 .26 .00 .00 .00 .00 1 8 .00 .09 .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 67 * I SUPPORT ~EACTIONS -UNIT KIP FEET STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORC~-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM z I 271 1 5 .00 .22 .00 .00 .00 .00 l 6 .00 .20 .00 .00 .00 .00 1 1 .00 . l 6 .00 .00 .0Q .00 I 1 8 .00 .26 .00 .00 .00 .00 300 1 5 .00 . l 9 .00 .00 .00 .00 l 6 .00 . 1 6 .00 .00 .00 .00 l 7 .00 .26 .00 .00 .00 .00 I l 8 .00 .09 .00 .00 .00 .00 3 0 1 15 .00 .20 .do .00 .00 .00 l 6 .00 .22 .QO .00 .00 .00 l 7 .00 . l 6 . O·O .00 .00 .00 I l 8 .00 .26 .00 .00 .00 .00 330 l 5 .00 . 1 7 .00 .00 .00 .00 16 .00 . 1 9 .00 .00 .00 .00 l 7 .00 .27 .00 .00 .00 .00 I 1 8 .00 .Q9 .00 .00 .00 .00 3 3 l l 5 .00 . 1 7 .00 .00 .00 .00 1 6 .00 .25 .00 .00 .00 .00 l 7 .00 .16 .00 .00 .00 .00 l 8 .00 .26 . 0 o, .00 .00 .00 I 360 1 5 .00 . l 5 .00 .00 .00 .00 l 6 .00 .22 .00 .00 .00 .00 l 7 . 00 .27 . 0 o . .00 .00 .00 l 8 .00 . l 0 .00 .00 .00 .00 I 3 6 1 1 5 . 0 0 . l 5 .00 .00 .00 .00 l 6 .00 .28 . 0 0 .00 .00 .00 l 7 .00 . l 6 .00 .00 .00 .00 l 8 .. 0 0 .27 .00 .00 .00 .00 I 390 1 5 .00 . l 3 .00 .00 .00 .00 l 6 .00 .25 .0Q .00 .00 .00 l 7 .00 .28 . O·O .00 .00 .00 l 8 .00 . 1 0 .00 .00 .00 .00 I 3 9 l 1 5 .00 . l 3 . o o· .00 .00 .00 l 6 .00 . 3 l .00 .00 .00 .00 1 7 .00 . l 7 .QO .00 .00 .00 1 8 .00 .27 .00 .. 0 0 .00 .00 420 1 5 .00 . l l · .00 .00 .00 .00 I l 6. .00 .28 .00 .00 .00 .00 l 7 .00 .29 .00 .00 .00 .00 l 8 .00 . l l .00 .00 .00 .00 421 1 5 .00 . l 1 .00 . O·O .00 .00 I l 6 .00 . 3 4 · . O·O .oo· .00 .00 l 7 .00 . .I 7 .00 .00 .00 .00 l 8 .00 .28 .00 .00 .00 .00 450 1 5 .00 .09 .00 .00 .00 .00 I l 6 .00 .32 .00 .00 .00 .00 l 7 .00 .30 .00 .00 .00 .00 l 8 .00 . l l .00 .00 .00 .00 I I I I I -User ID: Research Engineers, Inc-:- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 68 * I SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE· TYPE SPACE ----------------- JOINT LOAD FORCE~X FORCE-Y FORCE-Z, MOM-X MOM-Y MOM z I 4 5 1 1 5 .00 .09 .00 .00 .00 .00 1 6 .00 .37 . '0 0 .00 .00 .00 1 7 .00 . 1 8 .00 .. 0 0 . 0 o . .00 I I 8 .00 .29 .00 .00 .00 .00 480 1 5 .Q0 .08 .00 ,00 .00 .00 1 6 .00 .36 .00 .00 .00 .00 1 7 .00 . 3 1 .00 . 0 0 .00 .00 I 1 8 .00 . 1 2 .00 .00 .00 .00 481 1 5 .00 .07 .00 . 0 0 .00 .00 1 6 .00 . 4 1 .00 .00 .00 .00 1 7 .00 . 1 9 .00 .00 .00 .00 I 1 8 .00 .29 .00 .00 .00 .00 5 1 0 1 5 .00 .06 .00 .00 .00 .00 1 6 .oo .39 .00 .00 .00 .00 1 7 .00 . 3 3 .00 .00 .00 .00 I 1 8 .00 . 1 3 .00 .00 .00 . 0.0 62 1 5 .00 .67 .00 .00 .00 .00 1 6 .00 .07 .00 .00 .00 .00 1 7 .00 .28 .00 .00 .00 .00 1 8 .00 .45 .00 .00 .00 .00 1. 89 1 5 .00 .59 .00 .00 .00 .00 .1 6 .00 .00 .00 .00 . 0 0 .00 1 7· .00 .43 .00 .00 .00 .00 1 8 .00 . 1 5 . 0 0 .00 .00 .00 I 512 1 5 .00 . 0 8 .00 , 00 .00 .00 1 6 .00 .67 .00 .00 .00 .00 17 .00 .30 .00 .oo .00 .00 1 8 .00 .45 .00 . 0 0 .00 .00 I 539 I 5 .00 .06 .00 .00 .00 .00 1 6 .00 . 6 5 .00 .00 .00 .00 1 7 .00 . 5 1 .00 .00 .00 .00 1.8 .00 . 2 1 .Q0 .00 . 0 0. .00 I 6 1 1 5 .00 .22 .00 .00 .00 .00 1 6 .00 .02 • ·010 .00 .00 .00 1 7 .00 .09 .00 .00 .00 .00 1 8 .00 . 1 5 .00 .00 .00 .00 90 1 5 .00 . 1 9 .00 . 0 0 .00 .00 I ·l 6 . 0·0 .00 .00 . 0 0 .00 .00 1 '7 .00 . 1 4 . 0'0 .00 .00 .00 i 8 .00 .05 .00 . 00 .00 .00 5 1 1 1 5 .00 .03 .00 .00 .00 .00 I 1 6 .00 .22 .00 .00 .00 .00 1 7 .00 . 1 0 .00 .00 .00 .00 1 8 .00 . I 5 .00 • O·O .00 .00 540 1 5 .00 .02 .00 .00 .00 .00 I 1 6 .00 .22 : 0 0 .00 .00 .00 l 1 .00 . 1 7 .00 .00 .00 .00 1 8 .00 . 0 7 .00 ·. 0 0 .00 . o.o I I I I I - I I I I I I I I I I I. I I I I I I User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. -· SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE~ SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y ************** END Ot LATEST ANALYSIS RESULT*********•**** 3 5 0. * 35 \. UNIT INCH 3 5 2. * 3~3. LOAD LIST 19 TO 28 3 5 4. * 355. START CONCRETE DESIGN 3 5 6. * 357. FYMAIN 60.0 ALL 358. FC 3.0 ALL 359. q.T 2.0ALL 360. CLB 3.0 ALL 3 6 1 . CLS 3. 0 ALL 3 6'2. * 363. DESIGN ELEMENT 1 TO 29 101 TO 129 201 TO 229 - 364. 301 TO 329 40f TO 429 501 TO 529 601 TO 629 701 to 729 - --PAGE NO. 69 MOM Z 3 6 5 . 8 0 1 TO 8 2 9 9 0 1 TO 9 2 9 1 0 0 I TO 102 9 1 1 0 1 TO 1 1 2 9 12 0 1 TO 1 2 2 9 - 3 6 6 . 1 3 0 1 TO 1 3 2 9 1 4 0 1 TO 1 4 2 9 1 5 0 1 TO 1 5 2 9 1 6-0 1 TO 1 6 2 9 I 7 0 1 TO I 7 2 9 - 3 6 7 . 1 8 0 1 TO 1 8 2 9 -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 70 * I ELEMENT DESIGN SUMMARY ---------------------- ELEMENT LONG. REINF MOM-X /LOAD TRANS. REINF MOM-Y /LOAD I (S.Q.IN/FT) (K-FT/FT} (SQ. IN/FT) (K-FT/FT) TOP .648 . 19 I 20 .648 .74 I 26 BOTT: .000 .00 I 0 .648 I . 0 I I 2 I I 2 TOP : .648' 2. 65 I 22 .648 1 . 4 3 I 21 BOTT: .648 .63 I 25 .648 .53 I 26 I 3 TOP : .648 3.55 I 20 .648 1.04 I 2 I BOTT: .000 .00 I 25 .648 .38 I 26 4 TOP : .648 .97 I 25 .648 . 1 7 I 26 I BOTT: . 6 4-8 2. 2 7 I 22 .648 .24 I 2 I 5 TOP : .000 .00 I 25 .648 .27 I 26 BOTT: .648 5.60 I 23 .648 .63 I 2 I I 6 TOP : .000 .00 I 25 .000 .00 I 26 BOTT: .648 8. 7 4 I 21 .. 64 8 .27 I 20 7 TOP : .000 . 00 I 25 .648 .03 I 26 I BOTT: .648 1 0 . 4 7 I 2 I .648 .38 I 2 1 8 TOP .000 .oo I 25 .000 .00 I 26 : BOTT·: .648 10.88 I 2 I .648 .33 I 2 I I 9 TOP : .000 .00 I 25 .000 .00 I 26 BOTT: .648 10.09 I 2 1 .648 . 3 3 I 2 1 I 1 0 TOP : .648 .68 I 26 .000 .00 I 26 BOTT; .648 8. 0 0 I 2 1 .648 .32 I 2 I 1 1 TOP : .648 4. 9 8 I 20 .000 .00 I 26 I BOTT: .648 4.40 I 21 .648 . 3 0 I 2 1 I 2 TOP : .648 1 I . 8 5 I 20 .648 .02 I 26 BOTT: .648 I . 4 5 I 27 .648 .34 I 2 I I I 3 TOP : .648 20.93 I 20 .000 .00 I 26 BOTT: .000 .00 I 27 .648 . 1 7 I 20 1 4 TOP : .648 33.01 I 20 .648 .23 I 26 I BOTT: .000 .00 I 27 .648 .55 I 2 I I 5 TOP : .648 4 9. 10 I 20 .648 . 3 0 I 22 BOTT: .000 .00 I 27 .648 .07 I 25 I 1'6 TOP : .648 6 1 . I 8 I 20 .648 1 . 8 5 I 2 1 BOTT: . 0 0·0 .00 I 27 .648 .22 I 26 I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 7 l * I 7 TOP : '. 64 8 61 . I 7 I 20 .648 I . 8 5 I 21 I BOTT: .000 .00 I 27 .648 . 2 I I 26 I 8 TOP : .648 49.20 I 20 .648 . 3 I I 22 BOTT: ,. . o o·o .00 I 27 .648 .08 I 25 I I 9 TOP : .648 33. 51. I 20 .648 .24 I 26 BOTT: . :64 8 .98 I 27 .648 .56 I 2 I 20 TOP : .648 22.15 I ·2 0 .000 .00 I 26 I BOTT: .648 3. 3 6 I 27 .648 . I 7 I 2 I 2 I TOP : .648 13.97 I 20 .648 .04 I 26 BOTT: .648 4. 8 9 I 27 .648 .37 I 2 I I 22 TOP : . 648 7.97 I 2 o . .648 . 0 I I 26 BOTT: .648 5 . 7 I I 27 .648 .33 I 2 1 I 23 TOP : .648 4.41 I 28 .648 .05 I 26 BOTT: .648 6. 6 I I 23 .648 .39 I 2 I 24 TOP : .648 2.98 I 28 .000 .00 I 26 I BOTT: . 648 6.79 I 23 .648 .27 I 2 1 25 TOP : .648 I . 7 I I 28 .648 .27 I 26 BOTT: .648 5 .. 2 6 I 23 .648 .64 I 2 1 I 26 TOP : . 64 8 .52 I 28 .648 . I 3 I 26 BC>TT: .648 1 . 8 I I 23 .648 .35 I 2 I 27 TOP : . 6·4 8 . 9 5 I 22 .648 .70 I 2 1 I BOTT: . 6-4 8 .48 I 25 .648 .48 I 26 28 TOP : .648 1 . 6 2 I ,2 2 .648 .99 I 2 I BOTT: .648 I . 1 0 I 25 .648 . 6 5 I 26 I ·29 TOP : .648 . 1 I I 2-3 .648 .70 I 26 BOTT: .648 .02 I 28 .648 I . 0 3 I 2 1 I I O I TOP : .648 I . I 7 I 2 I .648 5. 3 8 I 26 BOTT: .648 . 2 I I 26 .648 6.85 I 2 1 102 TOP : .648 5 • 0 ~ I 2 I .648 8 . I 8 I 2 1 BOTT: .648 I. 01 I 26 .648 4.65 /· 26 I 103 TOP : .648 5 • 6 5 I 2 1 .648 8.34 I 2 I BOTT: .648 I . 4 0 I 26 .648 5.34 I 26 I 104 TOP : .648 .36 I 20 .648 3 . 3 8 I 26 BOTT: .648 1 . 8 4 I 23 .648 5.76 I 2 l 1 0 5 TOP : .000 .00 I 20 .648 . 7 l I 26 I ·BOTT: .648 6. 3 5 I 2 I .648 3.44 I 2 I I I I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 72 * 106 TOP .000 .00 I 20 .648 .38 I 26 I BOTT: .648 9.37 I 2 1 .648 3.65 I 2 1 107 TOP : .000 .00 I 20 .648 . 1 0 I 26 BOTT: .64'8 10.92 I 2 1 .648 3.52 I 2 1 I 1 08 TOP : .000 .00 I 20 .000 .00 I 26 BOTT: -.648 11 . 3 2 I 2 1 .648 3 . 4 I I 2 1 . 109 TOP : .000 .00 I 20 .000 .00 I 26 I BOTT: .648 1 0 . 5 7 I 2 I .648 3. 2 9 I 2 1 1 1 0 TOP : ,648 .67 I 26 .000 .00 I 26 BOTT: .648 8 . 5 1 I 2 1 .648 3.19 I 2 I I I 1 1 TOP : .648 4.45 I 20 .000 .00 I 26 BOTT: .648 4.93 I 2 1 .648 3 . 1 5 I 2 I 1· I I 2 TOP : .648 11 . 3 3 I 20 .000 .00 I 26 BOTT: .648 1.65 ! 25 .648 3 . I I I 2 I I 1 3 TOP .648 20.37 I 20 .648 .25 I 26 I· BOTT: .648 . 0·5 I 27 .648 3.05 I 2 I 1 I 4 TOP : .648 32.15 '/ io .648 .62 I 26 BOTT: . o·o o .00 I 27 .648 2.39 I 2 1 I 1 I 5 TOP : .648 48.11 I 20 .648 3.14 I 26 BOTT: .000 . 0.0 I 27 .648 4.07 I 21 I 1 6 TOP : .648 6 3. 4 8 I 20 .648 12.43 I 2 1 I BOTT: .000 .00 I 27 .648 4. 1 8 I 26 1 17 TOP .648 63.44 I 20 .648 12.43 I 2 1 BOTT: .000 .00 I 27 .648 4. I 6 I 26 I 1 I 8 TOP : .648 4 8. 1 3 I 20 .648 3.19 I 26 BOTT: .000 .00 I 27 .648 4.07 I 2 I I I 1 9 TOP : .648, 32.57 I 20 .648 .72 I 26 BOTT: .648 1 . 2 8 I 27 .648 2.44 I 2 1 120 TOP : .648 21.56 I 20 .648 . 4 I I 26 BOT.'(: .648 3.57 I 27 .648 3 . I 9 I 2 1 I 12 I TOP : .648 I 3 . 4 8 I 20 .648 .23 I 26 BOTT: .648 5.08 I 27 .648 3. 3 6 I 2 I I 122 TOP : .648 7. ~ I I 20 .648 .23 I 26 BO.TT: .648 5.90 I 27 .648 3. 5 3 I 2 I I 2 3 TOP : .648 4.32 I 28 .648 .29 I 26 I BOTT: ,648 7 .. 03 I i3 .648 3. 6 3 I 2 1 I I I I I "" User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 73 * 1 2 4 TOP : .648 2. 8 7 I 28 .648 .50 I 26 I BOTT: . 64,8 7 . 21 / 23 .648 3 . 8 1 I 2 1 125 TOP : .648 1 . 5 8 I 28 .648 .72 I 26 BOTT: ,, .648 5. 7 6 I 23 .648 3. 8 1 I 2 1 I 126 TOP .648 .32 I 28 .648 3 . 1 3 I 26 BOTT: .648 2.22 I 23 .648 6.37 I 2 1 127 TOP .648 3 . 1 2 I 2 1 .648 6 . 1 7 I 2 1 I BOTT: .648 1 . 8 0 I 26 .648 5.65 I 26 128 TOP .648 3 . 1 5 I 2 1 .648 5.76 I 2 1 BOTT: .648 1 . 5 1 I 26 .648 5.09 I 26 I 129 TOP : .648 .78 I 2 1 ,648 4.87 I 26 BOTT: .648 .H I 26 .648 7.78 I 2 1 I 201 .TOP : .648 .. 63 I 20 .648 3.89 I 26 BOTT: .000 .00 I 26 .648 8 . 6 1 I 2 1 202 TOP : .648 2.66 I 22 .648 14.89 I 26 I BOTT: .648 .53 I 25 .648 23.10 I 2 1 203 TOP : .648 2. 8 9 I 22 .648 1 4. 3 1 I 26 BOTT: .648 1 . 2 1 I :p . 6.4 8 23.35 I 2 1 I 204 TOP .648 . 1 4 I 26 .648 2. 1 4 I 26 BOTT: .648 2.94 I 2 l .648 8.86 I 2 1 205 TOP : .000 .00 I 26 .648 1 . 7 9 I 26 I BOTT: .648 6.65 I 2 1 .648 l O . 4 8 I 2 1 206 TOP : .000 .00 I 26 .648 .54 I 26 BOTT: .648 8 . 8 I I 2 1 .648 9. 7 9 I 2 1 I 207 TOP ,· .000 .00 I 26 .000 .00 I 26 BOTT: .648 10.06 I 2 I . 6 4 8 9. 5 0 I 2 1 I 208 TOP .000 . 0 0 I 26 .000 .00 I 26 BOTT: .648 l O . 5 1 I 2 1 .648 9. 1 4 I 2 1 209 TOP ·, .000 .00 I 26 .000 .00 I 26 I BOTT: .648 9.97 I 2 1 .648 8.83 I 2 1 2 I 0 TOP : .648 .63 I 26 , . 00 0 .00 I 26 BOTT: .648 8 . I 3 I 2 I .648 8.63 I 2 1 :1 2 1 I TOP : .648 4.54 I 20 .000 .00 I 26 BOTT: .648 4.67 I 2 l .648 8.57 I 2 I 212 TOP .648 I 1. 2 8 I 20 .000 .00 I 26 I BOTT: .648 1.52 I 25 .648 8.62 I 2 1 I I I I I -'~ User ID: Research Engineers, Inc. '- I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 74 * 213 TOP : .648 19.94 I 20 .648 .09 I 26 I BOTT: .000 . 0 0, I 25 .648 8.56 I 2 1 214 TOP ; .648 30.57 I 20 .648 1.22 I 26 BOTT: ,. ,000 .00 I 25 .648 8.63 I 2 1 I 215 TOP .. .648 44.07 I 20 .648 I . 7 1 I 26 BOTT: .. 0 0 o, .00 I 25 .648 5. 5 0 I 2 l 216 TOP : .648 5 5. 3 8 I 20 .648 l 2. 2 0 I 26 I BOTT: .000 . 00 I 25 ,648 20.35 I 2 1 217 TOP : .648 55.19 I 20 .. 64 8 12.26 I 26 BOTT: .000 .00 I 2.5 .648 20.38 I 2 1 I 2 l 8 TOP : .648 43.71 I 2,.0 .648 l . 9 0 I 26 BOTT: .000 . 0·0 I 25 .648 5 . 6 1 I 2 1 I 2 1 9 TOP : . ·64 8 30.56 I 20 .648 l . 5 3 I 26 BOTT: .648 1.62 I 27 .648 8. 8 9 I 2 l 220 TOP : . 6 4 8 2 0. 8 6 I 20 .648 .55 I 26 1· BOTT: .648 3. 6 5 I 27 .648 9.06 I 2 1 2 2 l TOP : .648 13 . 4 0 I 20 . 6 4 8 . 3 I I 26 BOTT: .648 5.03 I 27 .648 9.44 I 2 1 I .222 TOP : .648 7.75 I 20 .648 . 3 0 I 26 BOTT: .648 5. 8 0 I 27 .648 9.68 I 2 l 223 TOP : .648 4. 4,3 I 28 .648 .52 I 26 I BOTT: .648 6.78 I 23 .648 l O . 0 0 I 2 1 224 TOP : .648 3.02 I 28 .648 .93 I 26 BOTT: .648 7. 07 I 23 .648 1 0 . 3 5 I 2 1 I 225 TOP : .648 I.. 76 I 28 .648 2.00 I 26 BOTT: .648 5 . 9 1 ./ 23 .648 1 1 . 2 8 I 2 1 I 226 TOP : .648 .92 /, 2·6 .648 2.05 I 26 BOTT: .648 3. 3 6 I 2 1 .648 1 0 . 3 8 I 2 l 2 2:7 TOP : .648 .1 . 1 8· I 26 .648 1 3 . 5 8 I 26 I BOTT: .648 2. 06 I 2 1 .648 24.60 I 2 1 22 8' TOP : .648 1 . 5 3 I 22 .648 1 3 . 9 9 I 26 BOTT: .648 ~.06 I 25 ,'6 4 8 24.67 I 2 1 I 22·9 TOP : .648 .36 I 23 .648 3 . 4 1 I 26 BOTT: .648 . 1 1 r 28 .648 1 0 . 7 8 I 2 1 301 TOP : . 6 4 8 .43 I 22 .648 5. 5 9 I 26 I BOTT: • 6. 4 8 .40 I 25 .648 20.48 I 2 1 I I I I I -User ID: Research Engineers, Inc.-· I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. .7 5 * 302 TOP ; .648 I . 3 0 I 20 .648 7. 3 5 I 26 I BOTT: .648 . 1 2 I 26 . 64 8 22.67 I 2 I 3 0 3 TOP .648 .80 I 20 . 6 4 8 6.36 I 26 BOTT: ,. .648 .48 I 27 .648 2 (. 8 2 I 2 I I 304 TOP : .648 .56 I 26 .648 3 . 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I 4 · I 2 I I 315 TOP ; .648 38.92 I 20 .648 I . 4 2 I 26 BOTT: .000 .00 I 25 .648 15.93 I 2 1 316 TOP : .648 47.51 I 70 .648 3 . 8 I I 26 BOTT: .000 .00 I 25 .648 1 8 . 8 0 I 2 1 I 3 1 7 TO·P ; .648 47.02 I 20 .648 3 . 9 3 I 26 BOTT: .000 .00 I 25 .648 18.93 I 2 1 I 3 1 8 TOP ; .648 ';, 7. 8.0 I 20 .648 I . 7 8 I 26 BOTT: .000 .00 I 25 .648 I 6 . 3 5 I 2 1 3 1 9 TOP ; .648 28.35 I 20 .648 . I 9 I 26 I BOTT: .648 1 . 9 1 I 27 .648 14.87 I 2 1 I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 76 I * 320 TOP : .648 20.21 I 20 .000 .00 I 26 BOTT: .648 3. 6 3 I 27 .648 15.09 I 21 I 321 TOP : .648 13.66 I 20 .000 .00 I 26 BOTT: ,. .64S 4.85 I 2 7. .648 1 5. I 9 I 2 1 I 322 TOP : .648 8. 4 7 I 20 .000 .00 I 26 BOTT: .648 5.54 I 27 .648 15.47 I 2 I 323 TOP : .648 4.66 I 28 .648 .05 I 26 I BOTT: .648 6 . 1 3 I 23 .648 1 5 . 9 0 I 2 1 324 TOP .648 3 . 3 1 I 28 .648 .70 I 26 BOTT: .648 6.55 I 23 .648 16.60 I 2 1 I 325 TOP : .648 2.08 I 28 .648 1 . 4 9 I 26 BOTT: .648 5.15 I 23 .648 I 7. 3 7 I 2 1 I 326 TOP : .648 1 .55 I 26 .648 3.65 I 26 BOTT: .648 4.39 J 2 1 .648 1 9. 8 2 I 2 1 327 TOP : .648 .40 I 26 .648 6 . 6 1 I 26 BOTT: .648 1 . 1 5 I 2 1 .648 23.28 I 2 1 I 328 TOP : .648 . 5 1 I 2 1 .648 7.46 I 26 BOTT: .648 .23 I 26 .648 2 4. 1 6 I 2 1 I 329 TOP : .648 .37 I 26 .648 5. 7 8 I 26 BOTT: .648 .43 I 2 1 .648 21.93 I 2 1 401 TOP : .648 .23 I 2 1. .648 2.46 I 26 I BOTT: .648 . 1 9 I 26 .648 25.74 I 2 1 402 TOP : .648 .06 I 26 .648 2.42 I 26 BOTT: .648 .52 I 2 1 .648 2 5. 6 9 I 2 1 I 403. TOP : .648 . 1 6 I 26 .648 1 . 7 3 I 26 BOTT: .648 2. 3 6 I 2 1 .648 24.55 I 2 1 404 TOP : .000 .00 I 26 .648 .33 I 26 I BOTT: .648 4.25 I 2 1 ,648 22.23 I 2 I 405 TOP : .000 .00 I 26 .000 .00 I 26 . BOTT: .648 5.88 I 23 .648 2 0. 0 3 I 2 1 I 406 TOP : . 6 4 8 . 1 1 I 28. .000 .00 I 26 BOTT: .648 7.08 I 23 .648 18.47 I 2 1 I 407 TOP : .648 . 1 5 I 28 .000 .00 I 26 BOTT: .648 7.25 I 23 .648 17.50 I 2 1 408 TOP : . 0 0 o. .00 I 28 .000 .00 I 26 I BOTT: .648 7.00 I 23 .648 17.08 I 20 -~~~ I I I I I -User ID: Research Engineers, Inc. I FRAME * CAL·LAWAY MIXER MAT FND. --PAGE NO. 77 * 409 TOP .000 .00 I 28 .000 .00 I 26 I BOTT: .648 7.43 I 2 1 .. 64 8 16.84 I 20 410 TOP : .648 1 .09 I 20 .000 .00 I 26 BOTT: J• .648 6.34 I 2 1 .648 16°.77 I 20 I 4 1 1 TOP .648 5.32 I 20 .000 .00 I 26 BOTT: .648 3. 3 3 I 2 l .648 16.77 I 20 412 TOP : .648 11 . 8 8 I 20 .000 .00 I 26 I BOTT: .648 .59 I 25 .. 64 8 16.83 I 20 413 TOP .648 20.39 I 20 . o o_o .00 I 26 BOTT: .000 .00 I 25 .648 1 7 . 1 5 I 2 1 I 414 TOP : .648 28.93 I 20 .000 .00 I 26 BOTT: .000 .00 I. 25 .648 1 8 . l 4 I 2 1 I 415 TOP : . 648 35.62 I 20 .000 .00 I 26 BOTT: .000 .00 I 25 .648 19.79 I 2 1 4 i'6 TOP : .648 39.32 I 20 .000 .00 I 26 I BOTT: .000 .00 I 25 .648 2 I . 3 4 I 2 1 4 l 7 TOP : .648 3 8 . 6 l I 20 .000 .00 I 26 BOTT: .000 .00 I 25 .648 2 1 . 7 9 I 2 1 I 4 1 8 TOP : .. 6 4 8 33.33 I 20 .000 .00 I 26 BOTT: . 6'4 8 .43 I 27 .648 20.96 I 2 1 4 1 9 TOP : .648 2 6. 3 0 I 20 .000 .00 I 26 I BOTT: .648 2. 1 6 I . 2 7 .648 19.88 I 2 1 420 TOP : .648 I 9. 8 4 I 20 .000 .00 I 26 BOTT: .648 3. 5 8 I 27 . 64 8 · 1 9 . 3 1 I 2 1 I 421 TOP : .648 14.04 I 20 .000 .00 I 26 BOTT: .648 4.65 I 27 .648 I 9. 2 6 I 2 1 I 422 TOP : .648 9. 3 4 I 20 .000 .00 I 26 BQTT: .648 5.27 I 27 .648 I 9 . 4 9 I 2 1 423 TOP : .648 5.66 I 20 .000 .00 I 26 BOTT: .648 5.40 l 27 .648 20.07 I 2 1 I 424 TOP : .648 3. 6 0 I 28 .000 .00 I 26 .BOTT: . 6 4'8 5. 92 I 23 .648 20.92 I 2 1 I 425 TOP : .648 2.38 I 28 .648 .34 I 26 BOTT: .648 5.55 I 23 .648 2 2. 2 I I 2 1 426 TOP : .648 1.34 I 28 :648 1 . 5 9 I 26 ·I BOTT: .648 4.07 I 23 .648 24.02 I 2 1 I I I I I User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 78 * 427 TOP .648 .60 I 26 .648 2. 82 I 26 I BOTT: .648 2 . 1 8 / 2 1 .648 25.83 I 2 1 428 TOP : .648 . 1 4 I 28 .648 3 . 4 1 I 26 BO.TT: ,. . 6 4'8 .56 I 23 .648 26.69 I 2 1 I 429 TOP : .648 . 2 1 I 21 .648 3. 43 I 26 BOTT: -.648 . 1 8 I 26 .648 26.64 I 2 1 5 0 1 TOP : .648 .05 I 26 .000 .00 I 26 I BOTT: .648 . 1 7 I 2 1 .648 2 8. 04 I 2 1 502 TOP .648 . 03 I 26 .000 .00 I 26 : BOTT: .648 1 . 1 ~ I 2 1 .648 27.90 I 2 1 I 503 TOP : .000 .00 I 26 .000 .00 I 26 BOTT: .648 2.99 I 2 1 .648 26.55 I 2 1 I 504 TOP : .000 .00 I 26 .000 .00 I 26 BOTT: .648 4.43 I 2 1 .648 24.23 I 2 1 505 TOP : .000 .00 I 26 .000 .00 I 26 I BOTT: .648 5. 7 0 I 23 .648 2 1 . 3 2 I 20 506 TOP : .648 1 . 5 0 I 28 .000 .00 I 26 BOTT: .648 6.54 I 23 .648 1 8 . 6 8 I 20 .1· 507 TOP : .648 3.46 I 20 .000 .00 I 26 BOTT: .648 5. 9 0 I 23 .648 16.96 I 20 508 ·TOP : .648 1 . 9 6 I 20 .000 .00 I 26 I BOTT: .648 5. 58 I 23 .648 17.26 I 20 509 TOP .648 .23 I 20 .000 .00 I 26 .• BOTT: .648 6.27 I 21 .648 1 8 . 3 9 I 20 I 5 1 0 TOP : .648 I .64 I 20 .000 .00 I 26 BOTT: .648 S • S 1 I 2 1 .648 1 9 . 1 0 I 20 I S 1 1 TOP : .648 S . S 7 I 20 .000 .00 I 26 BOTT: .648 2.75 I 2 1 .648 19.22 I 20 S 1 2 TOP : .648 1 1 . 99 I io .ooo· .00 I 26 I BOTT: .648 .24 I 25 .648 19.45 I 24 S 1 3 TOP : .648 2 1. 3 5 I 20 .000 .00 I 26 BOTT: .000 . ·O 0 I 25 .648 20.03 I 24 I S 1 4 TOP : .648 30.02 I 20 .000 .00 I 26 BOTT: .000 .00 I 25 .. 64 8 20.20 I 24 SI 5 TOP : .648 33.36 I 20 .000 .00 I 26 I ·BOTT: .000 .00 I 25 .648 20.39 I 24 I I· I I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 79 * 5 1 6 TOP .648 3 4 .. 14 I 20 .000 .00 I 26 I BOTT: . 0 O'O .00 I 25 .648 21 . 4 5 I 2 1 517 TOP : .648 33.52 J 20 .000 .00 I 26 BOTT: . o o·o-. 0.0 I 25 .648 2i.29 I 2 1 I 5 1 8 TOP· : .648 29.56 I 20 .000 .00 I 26 BOTT: -.648 .99 I 27 .648 22.45 I 2 1 .5 1 9 TOP : . 6-4 8 24.60 I 20 .000 .00 I 26 I BOTT: .648 2 . 3 5 I 27 .648 21.82 I 2 1 520 TOP .648 19.80 I 20 .000 .00 I 26 : BOTT, .648 3.49 I 27 .648 21. 3 1 I 2 1 I 5 2 1 TOP : .648 1 4 . 4.5 I 2. 0 · .000 .00 I 26 BOTT: .648 4.47 I 27 .648 2 1 . 3 2 I 2 I I 522 TOP : .648 10.22 I 20 .000 .00 I 26 BOTT: .648 5 . 0 1 I 27 .648 2 1 . 4 1 I 2 1 523 TOP : .648 7 . 1 2 I 20 .000 .00 I 26 I BOTT: .648 5.08 I 27 .648 21.99 I 2 1 524 TOP : .648 3.89 I 28 .000 .00 I 26 BOTT: .648 5.30 I 23 .648 23.36 I 2 1 I 525 TOP : .648 2.64 I 28 .000 .00 I 26 BOTT: .648 5. 3 9 I 23 .648 24.95 I 2 1 526 TOP ' .648 l . 6 3 I 28 .000 .00 I 26 I BOTT: .648 4.37 I 23 .648 26.52 I 2 1 527 TOP : .648 .84 I 28 .000 .00 I 26 BOTT: .648 4.72 I 23 .648 2 7. 9 1 I 2 1 I 528 TOP : .648 .27 I 28 .648 . 1 7 I 26 BOTT: .648 . 97 I 23 .648 28.73 I 2 l .I 529 TOP : .648 .06 I 26 .648 .27 I 26 BOTT: .648 . 1 4 I i l .648 28.77 I 2 l 6 0 l TOP : . 0-0 0 .00 I 26 .000 .00 I 26 I BOTT: .648 . l l I 2 l .648 30.22 I 20 602 TOP .. .000 .00 I 2'6 .000 .00 I 26 BOTT, .648 l . 2 5 I 21 .648 30.20 I 20 I 603 TOP : .000 .00 I 26 .000 .00 I 26 BOTT: .648 3 . 13 I 2 l .648 28.93 I 20 604 TOP : .000 .00 I 26 . o·o o .00 I 26 I BOTT: .648 4.46 I 23 .·64 8 26.72 I 20 I- I I I I -User ID: Research Engineers, Inc. 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CALLAWAY FRAME * MIXER MAT FND. --PAGE NO. 83 I * 8 0 1 TOP : .000 .00 I 28 .QOO .00 I 26 BOTT: .648 . 1 1 I 20 .648 34.42 I 20 I 802 TOP : .000 .00 I 28 .000 .00 I 26 BOTT: ~-.648 I . 1 6 I 20 .648 · ·3 4. 46 I 20 I 803 TOP : .000 .00 I 28 .000 ·. 0 0 I 26 BOTT: .648 3.02 I 23 .648 3 3. 2 5 I 20 804 TOP : .000 .00 I 28 .000 . 0-0 I 26 I BOTT: .648 4. 5 4 I 23 .648 3 I . 3 9 I 20 805 TOP : .648 . I 6 I 28 .000 .00 I .2 6 BOTT: .648 5. 2 6 I 23 .648 29.66 I 20 I 806 TOP : .648 1 . 7 2 I 20 .000 .00 I 26 BOTT: .648 5.02 I V .648 28.28 I 20 807 TOP : .648 3 . 7 6 I 20 .000 . 0 0 I 26 .. 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I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 92 * 1 3 1 8 TOP : .. 64 8 29.47 I 20 . 0 0-0 .00 I 26 I BOTT: .648 1 . 4 9 I 27 .648 26.95 I 20 1319 TOP : .648 23.96 I 20 .000 .00 I 26 BOTT: ~-.64"8 2.90 I 27 .648 · 2 6. 0 6 I 20 I 1320 TOP : .648 1 8 . 2 1 I 20 .000 .00 I 26 'BOTT: .648 4 . 1 5 I 27 .648 25.17 I 20 1321 TOP . 6A8 12.80 I 20 .000 .00 I 26 I BOTT: .648 5 . 11 I 27 .648 24.53 I 20 1322 TOP : .648 8. 3 4 I 20 .000 .00 I 26 BOTT: .648 5. 64 I 27 .648 2 4. 1 3 I 20 I 1323 TOP : • 6, 4 8 4.87 I 20 .000 .00 I 26 BOTT: .648 5.78 I 23 .648 24.22 I 22 I 1324 TOP -: .648 3 . 6 1 I 28 .000 .00 I 26 BOTT: .648 6.27 I 23 .648 24.97 I 22 1325 TOP : .648 2.48 I 28 .000 .00 I 26 I BOTT: .648 5.85 I 23 ·. 6 4 8 25.99 I 22 1326 TOP : . 6 48 1 . 5 4 I 28 .000 .00 I 26 BOTT: .648 4.53 I 23 .648 27.27 I 22 I 1327 TOP : .648 .80 I 28 .000 .00 I 26 BOTT: .648 2. 7 1 I 2.3 .648 28.49 I 22 q28 TOP : .648 .27 I 28 .000 .00 I 26 I BOTT: .648 .92 I 23 .. 6 4 8 29.22 I 22 1329 TOP : .648 .07 I 25 .000 .00 I 26 BOTT: .648 . 1 3 I 22 .648 29.25 I 22 I 1401 TOP : .648 . 2 1 I 22 .648 1 . 5 0 I 25 BOTT: .648 . 2 1 I 25 .648 26.57 I 22 I 1402 TOP : .000 .00 I 22 .648 1 . 4 5 I 25 BOTT: .648 .70 I 22 .648 26.61 I 22 1403 TOP : . o o·o .00 I 22 .648 .84 I 25 BOTT: .648 2. '8 5 I 22 .648 2 5. 64 I 22 I 1404 TOP : .000 .00 I 22 .000 .00 I 25 ·BoTT: .648 5.10 I 22 .648 2 3. 6 9 I 22 I 1405 TOP : .000 .00 I 22 .000 .00 I 25 BOTT: .648 6.87 I 23 .648 2 1 . 9 6 I 20 1406 TOP : .000 .00 I 22 .000 .00 I 25 I BOTT: .648 8.25 I 23 .648 21. 5 4 I 20 I I I I ,. '.!-:-¾tilt!}-...\, I User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 93 I * 1407 TOP : .000 .00 f 22 .000 .00 I 25 BOTT: .648 8.88 f 23 .648 21.23 f 20 I 1408 TOP : .000 .00 f 22 .000 .00 I 25 BOTT: .648 8.87 f 22 .648 · ·2 o". 8 9 I 20 I-1409 TOP .000 .00 f 22 .000 .00 I 25 BOTT: .648 8.83 f 22 .648 20.58 I 20 1 _41 0 TOP : .000 .00 I 22 .000 .00 I 25 I BOTT: .648 7.39 f 22 .648 20.42 I 20 1 4 1 1 TOP : .648 3.50 I 20 .000 .00 I 25 ·BOTT: .648 4.26 I 22 .648 2 0. 5 1 I 20 I 141 2 TOP : .648 10.07 f 20 .000 .00 I 25 BOTT: . 6·4 8 1 . 5 5 f 27 .648 20.87 I 20 I 141 3 TOP : .648 1 8 . 1 5 I 20 .000 .00 I 25 BOTT: .648 . 1 6 I 27 .648 2 1. 3 9 I 20 141 4 TOP : .648 26.77 I 20 .000 .00 I 25 BOTT: .000 .00 I 27 .648 22.20 I 20 I 141 5 TOP : .648 34.97 I 20 .000 .00 I 25 BOTT: .000 .00 I 27 .648 2 3'. 2 9 I 20 I. 1416 TOP : .648 40.09 I 20 .000 .00 I 25 BOTT: .000 .00 I 27 .648 2 4. 1 5 I 20 141 7 TOP : .648 3 9. 6 1 I 20 .000 .00 I 25 I BOTT: .000 .00 I 27 .648 24.25 I 22 141 8 TOP : . 648 33.88 I 20 .000 .00 I . 25 BOTT: .648 . 9 1 I 27 .648 2 3. 2 2 I 22 I 141 9 TOP : .648 25.94 I 20 .000 .00 I 25 BOTT: .648 2.75 I 27 .648 2 2. 1 3 I 20 I 1420 TOP : ,648 1 8 . 5 5 I 20 .000 .00 I 25 BOTT: .648 4.28 I 2'7 .648 21.45 I 20 142 1 TOP : .648 1 2. 3 1 I 20 .000 .00 I 25 BOTT: .648 5. 3 8 I 27 .648 2 1 . 1 8 I 22 I 1422 TOP : .648 7. 3 2 I 20 .000 .00 I 25 BOTT: .648 5.98 I 27 .648 2 1. 2 7 I 22 I 1423 TOP : .648 4.59 I 28 .000 .00 I 25 BOTT: .648 6.67 I 23 .648 21.62 I 22 1424 TOP : .648 3.32 I 28 .000 .00 I 25 I BOTT: .648 6.94 I 2·3 .648 22.20 I 22 I I -1 I I -User ID: Research Engineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 94 * 142~ .TOP : .648 2. l 9 I 28 .000 .00 I 25 I BOTT: .648 6.07 I 23 .648 2 3 . 2 l I 22 1426 TOP : .648 1 . 2 7 I 28 .648 . 7 6 I 25 BOTT: .648 4. l 3 I 23 .648 24. 72 I 22 I 1427 TOP : .648 .63 I 25 .648 2.01 I 25 BOTT: .648 l . 9 6 I 22 .648 26.28 I 22 1428 TOP : .648 . l 8 I . 25 .648 2.63 I 25 I BOTT: .648 . 3 9 I 22 .648 26.98 I 22 1429 TOP : .648 .22 I 22 . 64.8 2.64 I 25 BOTT: .648 , l 8 I 25 .648 26.94 I 22 I l 5 0 I TOP : .648 .39 I 25 .648 4.84 I 25 BOTT; .648 . 4 l I 22 .648 2 l . 4 8 I 22 I l .5 0 2 TOP : .648 . 8 l· I 22 .648 6. 5 9 I 25 BOTT: .648 ,27 I 25 .648 23.76 I 22 1503 TOP : .000 . 0 0 I 22 .648 5.67 I 25 I BOTT: .648 l , 2 3 I 22 .648 22.99 I 22 1504 TOP : .648 . l 4 I 25 .648 2. 5 6 I 25 BOTT: .648 5. 82 I 22 .648 19.63 '/ 22 I 1505 TOP : .000 .00 I 25 .648 .29 I 25 BOTT: .648 7.89 I 22 .648 1 7 . 3 3 I 22 1 5 0 6 TOP : .000 .00 I 25 .000 .00 I 25 I BOTT: .648 9.63 I 22 .648 1 6 . 7 0 I 22 l 5 0 7 TOP •: . 0 O·O .00 I 25 .000 .00 I 25 BOTT: .648 10.67 I 22 .648 16.65 I 20 I l 5 0 8 TOP : . 0 0:0 .00 I 25 .000 .00 I 25 BOTT: .648 1 1 . 0 6 I 7. 2 .64~ 16.52 I 20 I 1509 TOP : .000 .00 I 25 .000 .00 I 25 BOTT: .648 l O • 5 l I 22 .648 1 6 . 3 l I 20 l 5 1 0 . TOP : .000 .00 ./ 25 .000 .00 I 25 BOTT: . 6 4·8 8. 6 8 I 22 .648 l 6 . 1 4 I 20 I l 5 1 1 TOP : .648 2.66 I 20 .. 0 0 0 .00 I 25 BOTT: .648 5. 2 9 I 22 .648 l 6 . 0 8 I 20 I l 5 1 2 TOP : .648 9.45 I 2Q .000 .00 I 25 BOTT: .648 2 .14 I 27 .648 16.08 I 20 I 5 I 3 TOP : .648 I 8 . 0 I· I 20 .000 .00 25 I BOTT: .648 .79 I 27 .648 16.02 20 I I I I I -User ID: Research E·ngineers, Inc. I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 95 * 1 5 1 4 TOP : .648 2 8. 1 6 I 20 . 0 0 0 .00 I 25 I BOTT: .000 .00 I 27 .648 1 5 . 7 I I 22 I 5 1 5 TOP : .648 39.42 I 20 .648 I . 0 8 I 25 BOTT: .000 .00 I 27 .648 · 1 i. 4 I I 22 I I 5 I ·6 TOP : .648 49.67 I 20 .648 3. 4 7 I 25 BOTT: . 00 0 .00 i 27 .648 20.15 I 22 1 5 1 7 TOP : .648 49.52 I 20 .648 3.56 I 25 I BOTT: .000 .00 I 27 .648 20.24 I 22 1 5 1 8 TOP .648 3 9. 14 I 20 .648 I . 3 3 I 25 BOTT: .648 .26 I 27 .648 1 7 . 6 9 I 22 I 1 5 1 9 TOP : .648 28.29 I 20 .000 .00 I 25 BOTT: .648 · 2. 5 4 I 27 .648 16.26 I 22 I 1520 TOP : .648 1 9. 1 3 I 20 .000 .00 I 25 BOTT: .648 4.38 I 27 . 64 8 1 6. 4 8 I 22 I 5 2 1 TOP : .648 1 1 . 8 9 I 20 .000 .00 I 25 1· BOTT: .648 5 . 6 5 I . 2 7 .648 1 6 . 5 3 I 22 15:p TOP : .648 6.37 I 20 .000 .00 I 25 BOTT: .648 6.34 I 27 .648 16.72 I 22 I 1523 TOP : .648 4.34 I 28 .000 .00 I 25 BOTT: . 6 4 8-7. 4 8 · / 23 .648 1 7 . 0 0 I 22 1524 TOP : .648 3.02 I 28 . 64$ . 1 0 I 25 I BOTT: .648 7.58 I 23 .648 17.49 I 22 1 5 2 5 TOP : .648 1 . 8 9 I 28 .648 .95 I 25 BOTT: .648 6.27 I 23 .648 1 7 . 9 8 I 22 I 1526 TOP : .648 1 . 5 4 I 25 .648 3 . 1 8 I 25 BOTT: .648 4.21 I 22 .648 20.05 I 22 I 1527 TOP : .648 .79 I 20 . 64 8 6.23 I 25 BOTT: .648 . 6 1 I 26 .648 2 3. 0 8 I 22 1 5 2 8 TOP : .648 .95 I 22 .648 7.14 I 25 BOTT: .648 .07 I 25 .648 2 3. 7 3 I 22 I 1529 TOP : .648 . 4 1 I 2 1 .648 5.44 I 25 BOTT: .648 . 3 8 I 26 .648 21 .60 I 22 I . 160 1 TOP : .648 .47 I 20 .648 3.36 I 25 BOTT: .000 .00 I 26 .648 9.54 I 22 1602 TOP : .648 2 . 1 4 . / 2 1 .648 1 4 . 3 5 I 25 I BOTT: .648 .74' I 26 .648 24.06 I 22 I I I I I -- -User ID: Research Engineers, Inc:-' I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. . 9 6 * 1603 TOP : .648 1 . 8 2 I 2 I .648 1 3 . 8 3 I 25 I BOTT: .648 1 . 6 9 I 26 .648 24.27 I 22 1604 TOP : .000 .00 I 2 1 .648 I . 7 I I 25 BOTT: ~-.648 4.48 I 22 .648 9. 7 6 I 22 I 1605 TOP : .000 .00 I 2 1 .648 I . 4 3 I 25 BOTT: .648 8 . 5 7 I 22 .648 1 1 . 2 6 I 22 1606 TOP : .000 .00 I 2 I .648 . 2 1 I 25 I BOTT: .648 1 1 . 0 9 I 22 .648 10.52 I 22 16,07 TOP : .000 .00 I 21 .000 .00 I 25 BOTT.: .648 12.49 I 22. .648 1 0 . 3 5 I 20 I 1608 TOP : .000 .00 I 2 I .000 .00 I 25 BOTT: .648 1'.?.82 I 22 .648 1 0 . 3 4 I 20 ~ I 1609 TOP : .000 .00 I 21 .000 .00 I 25 BOTT: .648 12.02 I 22 .648 10.24 I 20 161 0 TOP : .000 .00 I 2 1 .000 .00 I 25 I BOTT: .648 9. 9 I I 22 .648 1 0 . 1 1 I 20 I 6 I I TOP : .648 1 .83 I 20 .000 .00 I 25 BOTT: .648 6.30 I 22 .648 9.97 I 20 1-I 6 1 2 TOP : .648 8.98 I 20 .000 .00 I 25 ·BOTT: .648 2.60 I 27 .648 9.76 I 20 161 3 TOP : .648 I 8 . 3, 1 I 20 .000 .00 I 25 I BOTT: .648 1 . 1 9 I 27 .648 9.38 I 22 161 4 TOP : .648 3 0. 12 I 20 .648 1 . 0 4 I 25 BOTT: .000 .00 I 27 .648 9.30 I 22 I 161 5 TOP : .648 4 5. 10 I 20 .648 1.66 I 25 BOTT: .000 .00 I 27 .648 5.90 I 22 I 161 6 TOP " .648 59.20 I io .648 12.22 I 25 BOTT: .000 .00 I 27 .648 20.33 I 22 161 7 TOP : .648 59.23 I 20 .648 12.27 I 25 BOTT: .000 .00 I 27 .648 20.36 I 22 I 1 6 1 8 TOP .648 4 5 . 9 I I 20 .648 1 . 8 0 I 25 BOTT: .000 .00 I 27 .648 6 . 0 1 I 22 I 161 9 TOP .648 3 0. 8.3 I 20 .648 I . 2 9 I 25 BOTT, .648 2.27 I 27 .648 9.54 I 22 1620 TOP : .648 1 9 . 8 7 I 20 .648 .23 I 25 I BOTT: .648 4.44 I 27 .648 9. 8 2 I 22 I I I. 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I FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 98 * 171 0 TOP . .648 .05 I 25 .000 .00 I 25 I BOTT: .648 10.49 I 22 .648 3. 6 8 I 20 1 7 1 1 TOP : .648 1 . 5 3 I 20 .000 .00 I 25 BOTT: r .648 6.72 I 22 .648 3·. 5 9 I 20 I 1112 TOP : .648 8.97 I 20 .000 ·. 0 0 I 25 BOTT:· .648 .2 .. 8 3 I 27 .648 3.42 I 20 171 3 TOP : .648 1 8 . 8 9 I 20 .648 . 1 7 I 25 I BOTT: .648 1 . 3 3 l 27 .648 3. 3 0 I 22 1 7 I 4 TOP : .648 3 2 . 1 1 / 20 .648 .58 I 25 BOTT: .. 0 0 0 .00 I 27 . 6 4 8 2.54 I 22 I I 7 I 5 TOP : .648 5 0. 41 I 20 .648 3 . 1 8 I 25 BOTT: . 000 .00 I . 27 .648 3. 9 8 I 22 I 171 6 TOP : .648 68.15 I 20 .648 1 2 . 6 1 I 22 BOTT: .. 0 0 0 .00 I 27 .648 3.99 I 25 171 7 TOP : .648 68.28 / 20 .648 1 2 . 6 1 I 22 I BOTT: .000 . O·O I 27 .648 3. 9 8 I 25 171 8 TOP : .648 50.87 I 20 .648 3. 2 3 I 25 BOTT: .000 .00 I 27 .648 4. 0 0 I 22 I 171 9 TOP : .648 . 3 3 . 1 1 I 20 .648 .67 I 25 BOTT: .648 1 . 9 3 I 27 .648 2.60 I 22 1720 TOP : .648 20.69 I 20 .648 . 3 1 I 25 I BOTT: .648 4.38 I 27 . 64 8 3.43 I 22 172 1 TOP : .648 11. 7 7 I 20 .648 . 1 1 I 25 BOTT: .648 5. 9 5 I 27 . 64 8 3.62 I 22 I 1722 TOP : .648 5.80 I 28 .648 .09 I 25 BOTT: .648 6.86 I 23 .648 3. 7 8 I 22 I 1723 TOP : .648 4.01 I 28 . 6 4 8 . 1 6 I 25 BOTT: .648 8.39 I 23 .648 3.85 I 22 1724 TOP : .648 2. 6 I I 28 · . 64 8 .38 I 25 BOTT: .648 8. '2 0 I 23 .648 3. 9 6 I 22 I 1725 TOP : .648 I . 4 7 I. 28 .648 .66 I 25 BOTT: .648 6. 1 0 I 23 .648 3 . 8 1 I 22 I 1726 TOP : .648 . 5 1 I 20 .648 3 . 1 6 I 25 BOTT: .6f8 I . 5 5 I 23 .648 6.05 I 22 1727 TOP : .648 4.52 I 22 .648 6 . 8 I I 22 I BOTT: . 6·4 8 1.24 I 25 .648 S.38 I 25 I I I I I -User ID: Research Engineers, Inc. FRAME * CALLAWAY MIXER MAT FND. --PAGE NO. 99 I * 1728 TOP .648 4. I 4 I 22 .648 6.60 I 22 I BOTT: .648 1 . 1 0 I 25 .648 4. 7 5 I 25 1729 TOP : .648 .99 l 22 .648 5.02 I 25 BOTT: ~· .648 . 2 5 I 25 .648 i. 1 0 I 22 I 1 80 1 TOP : .648 . 14 I 20 .648 .73 I 25 BOTT:. .000 . 00 I 25 .648 I . 0 3 I 22 1802 TOP : .648 2. 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I 7 I 25 I I I I I -I I I I I I I I I I FRAME * CALLAW.AY MIXER MAT FND. * 1817 TOP : BOTT: 1818 TOP : BOTT: 1819 TOP BOTT: 1820 TOP : BOTT: 1 8 2 I TOP : BOTT: 1822 TOP : BOTT: 1 823 TOP : BOTT: 1824 TOP : BOTT: 1825 TOP : BOTT': 182.6 TOP : BOTT: 18;27 TOP : BOTT: 1828 TOP : BOTT: 1829 T0P : BOTT: .648 .000 .648 J• • 0 0 0 .648 . 64 8 · .648 . 6.4 8 .648 .64'8 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 .648 65.98 ./ 20 .00 I 27 51.97 I 20 .00 I 21 34.13 / 20 1.62 / 27 2 J • ~ 6 .1 2 o· 4.15 I '2,7 12.35 I 20 5.74 I 27 6.08 I 24 6.54 I 27 4.14 I 28 7.94 I 23 2.74 I 28 7.75 I 23 1.65 I 28 5.62 I 23 .96 I 20 1.25 I 23 2.39 I 20 .18 / 28 2,34 I 21 .18 I 26 .16 / 23 .oi I 18 .648 .648 .648 .648 .648 .648 .0Q0 .648 .648 .648 .000 .648 .648 .648 .000 .648 .648 .648 .648 .648 .648 . 64 8, .648 .648 .648 .648 User ID: Research Engineers, Inc. --PAGE NO. IO 0 1.94 I 22 .17 / 25 .34 I 21 .07 I 26 .24 I 25 .57 I 22 .00 I 25 .20 I 22 .03 I 25 .39 I 22 .00 I 25 .35 I 22 .04 I 25 .41 / 22 .00 I 25 .29 I 20 .26 I 25 .64 I 22 .15 I 25 .30 I 22 .85 I 22 .41 / 25 1.18 / 22 .57 I 25 .70 / 25 .99 I 22 ·I *****************•*********END OF ELEMENT DESIGN*************************:** 3 6 8. * I I I I I I I I 369. END 3 7 0. * 371. CONCRETE TAKE OFF 3 7 2. * 373. FINISH *************** END OF STAAD-III *************** **** DATE= MAY 28,1998 TIME= 14:19:49 **** ***'*********'********************~********************** * For ·q u es t i on s o n S T AAD -I I I , contact: * * Research Engineers, Inc at * * West Coast : Ph-( 7 1 4) 974-2500 Fax, ( 7 1 4) 921-2543 * * East Coast : P,h -( 5 0 8) 688-3626 Fax-( 5 0 8) 685-7230 * *************** -I-· -_ ·--·_ --L_ O_ . _ U I_ S JOB TlltE CA l J. Jl W/l !1 t:"' PROJECT No.~ ---DESCRIPTION Wj. X;€ r ([ IYJ,oi r c>11 ..J ll ~ @ PERRY CALCU~TED~ £t7C DATE Sde!/98 I & ASSOCIATES · c>ic'.cKm av· ~;1/ oATE S--ze, ·-, 8 . . •INC. SCALE --------SHEET NO. --OF -- PLANNERS • ENGINEERS • .ARCHITECTS • MANAGEMENT 3 ~-I . . . . . . . . . . . . . . ,, ' . . . . . . . . . . . . . . I ·-! ·I ·I·· 11,gf · ·lgf 1,u•~! ·f 4.trf c.i :.,.. !2 f 0-:t~s,e + I i + i ! 1 i i · I : : : -: ; : : : ' : : : A : ; : ; : :. : : : : : : ; : r/(}$Jvme ,3-::: I : ' ' . 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