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Home My WebLink About2100 COSTA DEL MAR RD; ; CB060351; Permitr/ o5T CD<Du> eno oo "0B)>< CD 13co O)O OO 03 SLD) ooo "Dmn mrn =• CD CD§ KTHT Q)Si- CD CD TlCO0CO Tl TlCD CDCD CD O OC CCO CO Tlm3D oo to CD000 000 O O O CDO-P>. 01ocp c!noo O ttJ >" >" *U «- o >>"D 3-5.i— oC/5 B) 02.zo TJmO TJ £ CDO H~* CD TJ <aluationleferencCD * TJ TJ fl> CD 8 3 — S.?5° ?CD Orp CO roooen LA COSTA RESORTTEMP BLEACHERS &I0V)TJ COc HmCO 3en-a CDo > CDB)21 00 COSTA DEL MAMISC0000000000$000TJ TJO O CD rn£O> o K"2 S§* CD O 0 I mTJ TJB>13 m> 2.5 to > W^ cD"C 0>^ g §."2. at CD CD CD CD c"Q. Q.^ Q. CO DOc CL 3 CO— ^c/> T3 CDQ 6 D JJ CDJD C CDC/>•— »- r~^fr\\v ^0) O5orp rb -vjroen ^55'o(D 0) D (D O C 0) •o(D•^3, ??•' Tl CD— ^ ^- 0) COin Tl0) Q>a&>*<><Carlsbad,O> (0N> §00 o f+»< o— t» O0) oTy^wQ) Q. ^ O TJo^m ^°§ °1o OCT> ODO OCJ)OCOen BUILDING PLANS IN STORAGE ATTACHED PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATION - Of A L* 0604101-2 0038 PLAN CHECK NO EST VAL Plan Ck Deposit Validated By _ Date _ Address (include Bldg/Suite #)Business Name (<it this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use X Description of Work ^ \ \ SQ FT #of Stories # of Bedrooms . TcmporarM 16WW.C6 OKL (ViO.roa f^cxd- ,. 4- I iSfto T«£, S" no5Pi-t^Tu 5WTACTfERlgpNltif^ifferentfromappljcarit) iM ; ' ~\ ^ l; ;iii ; - T ^) # of Bathrooms Name ~_J ~ ^ Address :3 APPLICANT H Contractor IJH^igent for Contractor Owner Name10^ I; PROPERTY OWNERUS* \ O.( /a^V/t K City Q*Agent for Owner^ru State/Zip A Telephone #Fax # Address City State/Zip Telephone tt [\t (V Addres.s City State/Zip TelephoneName 5 "CQNtlACTOR- COMPANY NAME ... "" ~V'" .,. ::jfc ,.. " .. 1 (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the 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 hundred dollars [$500]) Name State License ff Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6 WORKERS' COMPENSATION1; Jc" . . "• ...i;. , -i "" .. ¥' Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~1 I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued l~l 1 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 Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER-BUILDER DECLARATION* .-. -'"'" ,•••••" • iiC.. • ' ' \ ' k,:," '"'" •? I hereby affirm that I am exempt from the Contractor s License Law for the following reason l~l 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 of 'ered for sale If, however, the building 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) jX I as owner of the property am exclusively contracting with licensed contractors to construct the oroject (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) CD I am 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 Q YES I~|NO 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) /*) *•• ! V^P 5 I will provide some of the work, but I havecQntractedxttflfei of work) ^7^X7 s7) 'ollowinq Sons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE 'DATE COMPLETE THIS SECTION FOR NON-REsSb&iilAL BUltDINff PERNHrToN^^ 3P / 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 Ac':? O YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~1 YES l~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? d YES C] NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLIISS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8. CONSTRUCTION LENDING AGENCY J 31 ^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME __ LENDER'S ADDRESS __ 9 , APPLICANT CERTIFICATION £* .,Xf' ...,,• .:::.:'•' .....^' ....... :*';:- ":|e: ' ,^m: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of '-:he CitV 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 stories 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 authorized by such permit is not commenced within 180 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 the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) i! Cx>AlVqpr\ __ DATE _ Q WHITE File YELLOW Applicant PINK Finance APPLICANT'S SIGNATURE City of Carlsbad Bldg Inspection Request For 02/17/2006 Permit* CB060351 Title LA COSTA RESORT Description TEMP BLEACHERS & HOSP SUITES Inspector Assignment Type MISC Sub Type OTHER Job Address 2100 COSTA DEL MAR RD Suite Lot 0 Location APPLICANT CARLSON GREG Owner Remarks TENT INSPECTION Phone 9045095820 Inspeclo Total Time CD Description Act Comment /St14 Frame/Steel/Boltmg/Weldmg 43 _ Requested By GREG Entered By CHRISTINE Comments/Notices/Hold Associated PCRs./CVs Original PC# Inspection History Date Description Act Insp Comments UNIVERSAL STRUCTURES STRUCTURAL CONSULTANTS 12883 Fhntwood Way San Diego, CA 92130 (858) 259-6122, Fax 259-6112 Wyoungl 1@san rr com February 17, 2006 Mr Ben Gibbs, Assistant Operations Manager PGA Tour World Golf Championships 103 Championship Way Ponte Vedra Beach, FL 32082 (904) 280-4777, 543-2228(F), 509-5689(M) Bgibbs@pgatourhq.com Subject Accenture Match Play Championship, La Costa Resort & Spa, Carlsbad, CA 92009 Re Third Party Structural Inspection Dear Ben It's a great pleasure this year to work with you for the subject assignment again The inspection was conducted this afternoon at .the present of the field superintendent of Outback Sports for the Trophy Suites at two local ions ' Inspection was also conducted on all bleachers erected by T&B Equipment Co , Inc Basically, the Trophy Suites, bleachers and ramps were installed according to the standard industry practice and are structurally sound, and are ready to be occupied I appreciate the opportunity to provide you with such services Should you have any questions, please call Wan K Young, S E Principal Engineer SEISMIC CALCULATIONS FOR BLEACHER SEATING 2006 ACCENTURE MATCH PLAY LACOSTA RESORT & SPA CARLSBAD, CALIFORNIA J JOB DATE BY KRC CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING I I TABLE OF CONTENTS LOAD ANAYLSIS INFORMATION ..3 - 8 SEAT BOARD DESIGN 9 - 10 HANDRAIL DESIGN . 11 - 12 SEISMIC DESIGN OF BLEACHER FRAMES .13 - 16 MUD SILLS REQUIREMENTS 17 - 18 BASE PLATE TO MUD SILL CONNECTION 19 MUD SILL TO GROUND CONNECTION 20 - 21 RISA MODEL SUMMARY 22 RISA MODEL - 9 ROW TIP STAND 23 - 39 RISA MODEL - PLATFORM FRAMES 40 - 55 RISA MODEL - BRIDGE FRAME 56 - 61 TECHNICAL DATA 62 - 68 V I I I I I I I I I I I JOB O&O3I DATE CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF I PAGE i32/07 I I I I I T & B EQUIPMENT Co. INC. .« - LOAD TEST ANALYSIS — I. ANALYSIS DESCRIPTION ANALYSIS OF A TYPICAL TEMPORARY BLEACHER SYSTEM ANALYSIS TC PROVIDE SUPPORT REACTION AND MEMBER STRi:SS=S FOR VERTICAL AND TWO-DRECTICNAL SWAY FORCES II. DESIGN PARAMETERS A. DESIGN LOADS BLEACHER IOOPSF VERTICAL 24PSF PARALLEL TO SEAT IOPSF PERPENDICULAR TO SEAT 8. MATERIALS TUBING STEEL E = 30,000 KSI G = I2.000KSI F\ = 50.000KSI JACKS STEEL C-IOI8 C R E = 30,000 KSI G = I2,OOOKSI FY = 70.000KSI PLATES STEEL A-36 E = 30,000 KSI G = I2.000KSI 83/e? ShEET 2 III MEMBER ANALYSIS A AD JUST ABLE SCREW JACKS ; "i/ »• TH»< a JC | J -ER. ,B/tt ( ) 15/8" DIA. THREADED BAR C-.fO.l8 C.R. STEEL FY_- 70 usi IN2 0 1755 IN' 0 2552 IN? 0,3^37 IN 18" REQUIRED EXTENSION DL SHEAR VERTICAL LOAD SUPPORT FRAME (L. X L2#) , -35L8# 2^# / FT 576 LBS / 2 + SAY i.00' X 5' »-B-BRAC!NG i»(5 Z#) fr X t f FRAMs LUMBER 200* 6' X 6' X 100* / 36CO LBS I I I I I I I I DUE TO SWAY FORCE P AXIAL /6' A 57 1536 LSS # / 6< 0 5 536 K / (36 ?N 'v ' X (2 /875")? x ; 03^5 /N pg( IN ^'6K HACSE 05/E7 B.) BLEACHER SUPPORT FRAME I ) LONGITUDINAL DIRECTION FY (STEEL) = 50,000 PS r I '••'« A ) VERTICALS (I 5/a" x o 09° WALL) A = 0.434 IN2 ! = 0 128 IN- S = 0 158 IN' R = 0 543 IN AXIAL LEG LOAD FA = KL/R = 5336* 5536* / 0 434 IN2 12,755 PSI 48"/0 543" 68 4 B ) DIAGONAL (I 1/4" x 0 075" WALL) A = 0 270 IN* I = 0 047 IN<- S = 0,075 IN3 R = 0 416 IN St-EET 4 I I I I I I I I I I I I I I I I I I I 1 1 1 1§• 1 1 1 11 ' 1^B 1 1 1 1 I 1 1 1 1 > PANEL SHEAR = 1152 LES (CONSERVATIVE) FA = II52# X 76"/72" (1 DiAG ) 1216 LES FA = I2I6*/0 27 IN* = 4503 7 PSI FA z nZ x 30,000,000 / (76" / 0 4I6")2 8871 2 > 4503 7 OK 2.) LATERALLY LOADED A ) VERTICALS (I 5/8" x 0.09" WALL) A = C 434 IN* 1 = 0 128 IN* S = 0 158 IN3 R - 0.543 IN 'AXIAL = 400# (D L ) f 3779* + 48£ 4227 LBS M = 563 IN-LBS FA = 4227# / 0 434 IN* 9740 PSI *3 = 563 IN-LBS / 0 158 IN3 3563 PSI. FA = 17,282 PSI. FB = ' 1 2/3 - 50 CLS" t o 5/13" }2 ] x 1530 x 1000 20,555 PS' 9740 + 5363 = 0 8?4 < | 0 17,282 20,565 - SHEET 5 50,000 ?SI U7/E I SHEET 5 B.) DIAGONAL (I 1/4" x 0.075" WALL) _ PAXIAL = 1078 LBS FA = 1073 LBS / 0 27 IN2 I = 399 3 PSI • FA = 8871 2 PSI > 3993 FSi OK • C.) HAUNCH BRACING BETWEEN FRAMES (I \iC x 0.086" WALL) A 1 = s* — 3 = P4XIAL = FA = 0 314 IN2 0 05/.» IN<- 0 086 IN' 0 412 IN 350# 350# / 0 31\U IN2 M = 109 IN-LBS «B = 109 IN-LBS / 0 086 IN3 1267 k 8 I I I I I I I I I BLEACHER SEAT BOARDS AND FOOT BOARDS MATERIAL 2x1 0 NOMINAL - NO 1 SOUTHERN YELLOW PINE Fb= 1850 PSI E= 1700000 PSI LOADING REQUIREMENTS- Sx = 3 469 L = 2 602 IN" DL -PLF LL= 120 PLF CD '= 1 25 SEVEN DAY TEMPORARY LOADING SPAN- L =FT MAX WITH 3 SPAN CONDITION TYP SUPPORTS SUPPORTED EVERY 6 FT AND CLAMPED AT EVERY 18 FT Fb' = Fb * CD = 23125 PSI M = 1/10 (DL+LL) L2 = 442 8 LBS-FT REQD Fb = M/SX = 1531 74 PSI REQDFb < Fb1 OK DEFLECTION MAX LL DEFLECTION = L/200 = 036 IN LL DEFL = [(LL) * L4] / [386 * E * I] = 0157 IN LL DEFL < MAX LL DEFL OK USE 2x10 NOMINAL SEAT/FOOT BOARDS TYP 1 JOB 1 06O3I 1 BY V K^C DATE 2-°\-O£> CHD JPM|V JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING Table 4B Design Values for Visually Graded Southern Pine Dimension Lumber (2"-4" thick)1-2'3'4 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise See NDS 4 3 for a comprehensive description of design value adjustment factors) USE WITH TABLE 4B ADJUSTMENT FACTORS Vlx" ^ Species and commercial grade nHBIBBnilHHI^HB Dense Select Structural Select Struct ural Non-Dense Select Structural No 1 Dense No1 No 1 Non-Dense No 2 Dense No 2 No 2 Non-Dense No 3 and Stud Construction Standard Utility Dense Select Structural Select Structural Non-Dense Select Structural No 1 Dense Nol No 1 Non-Dense No 2 Dense No 2 No 2 Non-Dense No 3 and Stud Dense Select Structural Select Structural Non-Dense Select Structural No 1 Dense Nol No 1 Non-Dense No 2 Dense No 2 No 2 Non-Dense No 3 and Stud Dense Select Structural Select Structural Non Dense Select Structural No 1 Dense No1 No 1 Non Dense No 2 Dense No 2 No 2 Non-Dense No 3 and Stud Dense Select Structural Select Struct ural Non-Dense Select Structural No 1 Dense No1 No 1 Non-Dense No 2 Dense No 2 No 2 Non Dense No 3 and Stud Size classificationmumiBaffiBaBaaa 2 -4 wide 4 wide 5 -6" wide 8 wide 10 wide 12 wide' Design values in pounds per square inch (psi) Bending Fb Tension parallel to gram F, Shear parallel to grain F, Compression perpendicular to gram Fcl Compression parallel to gram Fc Modulus of Elasticity E Grading Rules Agency 3050 2850 2650 2000 1850 1700 1700 1500 1350 850 1100 625 300 2700 2550 2350 1750 1650 1500 1450 1250 1150 750 2450 2300 2100 1650 1500 1350 1400 1200 1100 700 2150 2050 1850 1450 1300 1200 1200 1050 950 600 2050 1900 1750 1350 1250 1150 1150 975 900 575 1650 1600 1350 1100 1050 900 875 825 775 475 625 350 175 1500 1400 1200 950 900 800 775 725 675 425 1350 1300 1100 875 825 725 675 650 600 400 1200 1100 950 775 725 650 625 575 550 325 1100 1050 900 725 675 600 575 550 525 325 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 565 565 565 660 565 480 660 565 480 660 565 ' 480 565 660 565 480 660 565 480 660 565 480 565 660 565 480 660 565 480 660 565 480 565 660 565 480 660 565 480 660 565 480 565 2250 2100 1950 2000 1850 1700 1850 1650 1600 975 1800 1500 975 2150 2000 1850 1900 1750 1600 1750 1600 1500 925 2050 1900 1750 1800 1650 1550 1700 1550 1450 875 2000 1850 1750 1750 1600 1500 1650 1500 1400 850 1950 1800 1700 1700 1600 1500 1600 1450 1350 825 1,900,000 1,800,000 1,700000 1,800,000 1,700000 1,600000 1,700000 1 ,600 000 1,400,000 1,400000 1 500 000 1,300,000 1,300,000 1 900 000 1 800000 1,700,000 1,800,000 1 ,700,000 1 600,000 1 700,000 1,600,000 1,400000 1 400 000 1 900,000 1,800000 1 700 000 1,800,000 1 700 000 1,600000 1 700 000 1,600,000 1 400,000 1 400 000 1 900 000 1 800 000 1 700 000 1,800000 1 700 000 1 600,000 1 700,000 1 600 000 1,400,000 1 400,000 1 900 000 1,800,000 1,700,000 1,800,000 1,700,000 1 600 000 1 700 000 1 600 000 1 400000 1 400 000 *S SPIB I I I omto 5 I m (A 10 AMERICAN FOREST & PAPER ASSOCIATION HANDRAIL/GUARDRAIL DESIGN TYPICAL GUARDRAIL 3'-0" Ri = R2 = RT = 100 LBS 100 LBS 200 LBS NOTE DUE TO CONSTRUCTION VERTICAL LOAD WILL DISTRIBUTE TO LOWER HORIZ MEMBER VERTICAL LOAD HORIZONTAL LOAD 200 LBS ANY POINT/ ANY DIRECTION 200 LBS ANY POINT/ ANY DIRECTION 1/2" DIA STUD BOLT VALLOW = 2827 53 LBS USINGFV=144KSI THEREFORE 1/2" DIA STUD OK HORIZONTAL MEMBER 1 25" DIA x 0 073 W T ROUND TUBE AF = 0 270 IN2 SF= 00751 IN3 IF = 0 0470 IN4 E=29x106PSI FY = 50 0 KS! Fv = 14 4 KSI FT = 20 0 KSI SHEAR V= 100 LBS AR = 00104 IN2 AF= 027 IN2 OK FLEXURE M=150 FT-LBS TOP & BOTTOM HORIZ DISTRIBUTION SR = 0 060 IN3 SF = 00751 IN3 OK DELTA TL = ( 02681)/I 0047o= 05705" -> L/126 OK I JOB Q&O31 BY KRC DATE CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET II J r | f^ii^^J\ 1 | HANDRAIL/GUARDRAIL DESIGN (CONT'D) IF 200 LBS LOAD IS APPLIED HORIZONTALLY TO TOP RAIL, THEN 1/2" DIA STUD BOLTS ARE TALLOW = 3927 13 LBS INTENSION, FT = 200KSI > 100 LBS OK ALLOWABLE FLEXURE IN HORIZONTAL SF = 00751 INS MALLOW =187 75 FT-LBS PALLOW = 12517LBS DUE TO WELDED STIFF FRAME TOP RAIL WOULD TAKE 125 17 LBS AND BOTTOM RAIL WOULD TAKE 74 83 LBS OK MAX LATERAL DEFLECTION AT TOP RAIL JOB O6O3I V BY KRC BASE ON P = 125 17 LBS DELTA TL = ( 03356) / DATE 2-^-Oe JOE CHD CONSULTING STf JPH 00470= 07141" -> L/101 P. HILL, P.E. 3UCTURAL ENGINEERING OK RHFPT 1 £- np J 1 1 1 1 •1 1 I • 1 1 1 1 1 1 1 1 •1 1 I I SEISMIC DESIGN - BLEACHER FRAMES CA BLDG CODE 1630 2 DESIGN BASE SHEAR - STATIC FORCE LOCATION CARLSBAD, CALIFORNIA SEISMIC ZONE. 4 Max Bleacher Height = 11 58 FT SEISMIC ZONE FACTOR Z 040 SOIL PROFILE TYPE SD SEISMIC TYPE SOURCE A (Approx 6 km to nearest fault) Nv= 16Na=.1 2 SEISMIC COEFFICIENTS' Ca = 0 44 * Na = 0528 C, = 0020 T = C.(hn)3/4= 013 R= 56 Cv = 0 64 * N = 1 024 SEISMIC BASE SHEAR V v = MAX Ordinary Steel Braced Frame 1 0 Standard Occupancy Structures (EQ'NS 30-4, 30-5, 30-6 AND 30-7) Cv I W V = 1 46 W (RT) 25Cal W R V MAX 024 W <« VM,N= 011C. I W In Seismic Zone 4 V 0 8 Z INL I W V MIN MIN 006 W 009 W ***SEE CHART FOR ALL BLEACHER TYPES ON NEXT PAGE" JOB Q&O31 BYKRC I DATE CHD JPM JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING =;HFFT n? o Ih-LLJ UJ O 01 OU_o h= <J~ O (/) 0 o <2 UJa 02*fi_ LU (/) 8Q. ^ § •K ^ ^•AWJJCOJ, § to IOoa. LL O 0 Xg UJ X X a.UJ Q X Q S k^ (O i^ co"CQ *— *• ^J O b 5 a: 0X CO 0 3 LL* t t zot- o z0 1—CL DESCRUJ UJ X CO m CD ^-co D CJ5 in 3 ^ CO CD » T"~T~ COoo 00 oo in CM UJ JJ T \n xh- Ct Q Z h- CL h- oOH CO ,_ en COmin 0 CM»^ o CDn ,3- 00 oo^- oo o 0 in UJO § OHCL CO X evi CO OC LU O<UJ Ct 0a; ^ D ^_^ n in 0COco CM 00 oo CM O0 0) oo m LUO O OHCL. ^OH OLLt- CL Q en_x m ^_ * CO CO COCO o ^ o n Tj- ^ COm T~^~ oo mCM oo o LU LUt— O Q (- CO CL 1- oOH cs •* ^^> CO M 'T~ mmro COin CM 2 m ^. to CO oo in CD LU LU 0 Q Z h-co CL 1- oOH c\ en m oo ^ o enm CO ^ ,_ en o o> o CDCD UJ UJh- O ^Q; LL1- CL Q O) i co M in CDCO 0 D o 00 COCM CO in n en CM CM Z LULUOH T cn ^§ < §X(J<m 24'x12'CO co oro en CM § 0oCO CM '*• oo CM O CO O O CO ZLULU OHrn CD cn Q. OH Q CO o CO co 35 ^>-3- OO CD CM 0 CM CO 0 in oo CD o cn LLJ I— 0 UJ 0Q OHCO CO OHLLI >< CL co cn co ^COoCL CC UJ Ua CO CQ in V COCO oto ^ It > X S ' , £ M-L. M D II JJ __^ =^ CO £ CO CL O LU CL O LL 0 °r ^"- LU0 m o i— z t-O - CO CO JJ ttlQ LU CC ^<^ U I n ii m LL ^ 0CQ ^ 0 * Q ~LU IICO i- £ |: > ••Iu. •0 1.•Ii 11 !LHIz Ia: LU UJ <5 ui5 *< P*o ^^QW "*0 _J Z) W Oo O mi n m 1(_ ,-^1 Q < ™ X Q 0 ro , x O ^m /~\ if?O i I I I I SEISMIC DESIGN - BLEACHER FRAMES (CONT) SEISMIC BASE SHEAR (LATERAL SWAY BRACING LOADS) I VSHORT 1000 PLF PERPENDICULAR TO SEATBOARDS VLONG = 24 00 PLF PARALLEL TO SEATBOARDS *SEE CHART FOR ALL BLEACHER TYPES ON NEXT PAGE*** JOB DATE BY KRC CHD JPH1 JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF r CD 5 UJo 2 m >- (0i< UJ ^f^*S 0 Q LU CQ Q •z. CD UJ Q O= CO LU CO ^ ozO *"" i- CQ« jo ;i0. > I- 1 wi- CQSiQ_ go o « Q. 0 oiZ2 pft- Q.gs ^o 2f< -CO § zo§oo 0 Q. o: 0COHI Q SHEET0 0 i —CD CO CO co 0 0 O OO m HIHI ,_ Q CO 0.1- o DC 00 5 0 00 o in ^ 00 0 0 CD 0O CO HI 0 o<£. a. COo:1 1 1 HI CD Ocr h- < OO 00 o oco CM CO OO CD OO CO HI U1-o<t 0- o:OLL§ 0. Q CO_x in < COCM ^co oin CM T— ^ Ooo oo in HI UJ 0 Q COa. H § CO 8! 5 ^ 0 CM CM T— Ooo 0o If) HI HI1- 0 Q CO Q_1- oa:•^ CM J) CO Oin 00 o 0 CO 00 CO HI HII— o tr OLL CL Q CDX CDCO CO 30 00CM OO OCM CO m oo CO oo CD HIHI 0 CO | _l I 0 CD CM _X CM CO CO CM O 0 0CO CM 0 0 CO 0O CO ZHIHI CH CD CO oa f*LL ir D CDXbco CO 0 •<*• CM r) CM CO o 0 CO 0in 0) HIHI1— o HI Q reCQ COo:HI ^CL COXen CO COoQ. fV UJQ. COm V COm om n t-l u 'n 9Q w< >-Jc (0•J O """ >CD Z.BRACIN=> WIA>^ II ^*? 1< ILt CO JJ CO < CO~t o CO . *^ 3 °9 o z =-CD ^ •^ >»TRUCTIOr3AC!NG * \« Lo 0 >0 mz z Q Q LU > m ii * £ Sc/> 1 COOQ. £ UJa. COm V COm 0 0 II ozo_J(- x I AII II CDZO CO COoQ. LL 0 z 1 AGING* VQ. CD I1— LJJ II 0 NOT ISOd^'"N I LL O -/ ^ I— UJUJI 5 LJJ . LLJ °-< •JT *5*iIII ITo^ "»0 t—1 CO o — O IEi ft o~ =^ UJ 1>- CM 9< * XQ 0 rO , i 0 XV ft!vy \/CD f~\ V 3 U m > 1 1 1 1 I1 1 1 1 1 1I 1 1 1 11 I I I I I I I I I I I I I I I I I I I 0 Z Q O-J OH UJ Xo ^( UJ CO>-on o CL UJ OH O to -1 to 0 «£ aa UJon u. u_ u.CO CO COa a. D. 0 C O r- T~ T- 3 0 § 8- CM II II ' II ' | Q - COa: LU I LU CO | O < J g J 0 ^ O E m_j O LU ? mC <f Sm o2 > Ja rJ < JJX. Q OUJor UJUj ^ ^^CO llh- o o ^a.CO CO x | DEPTHXHQ g ^LL'*•*' ^•^ COCOJ p X a. UJa u^ Xi—Q g LL^ P Zg o3 IPTIONa:oCOUJQ UJUJXCO ••r "VI.N 0 00inm 00 0 ooin COCO CO o0inCM LULUI— Q CO 0.t- > 0a: CO »~**• 0to 0 0CDcnCO oo CD 0o CD oo oos LU0 H- < Q. CO BLEACHER^oo:Is- ^~^•i 0ID 0 OCD0>CO OO CD 00 CD O0 03 OOs LU 0 CJ ccCL a:OLL. 0. Q 0>_x m r— *^ CDinm o ooinCO 0oo oom oomCM o0oCO LULU1- o TIP STAND^Oa: 0) CM **• ^ 0 oomin 00 0 oom CD 00 o0inco LULU o Q I CL ^o t CM ^> 0CD 0 0CD05CO OO CO 0O CO O0 0> OO CDCO LU LU O a:oLL Q_ Q X CDCD CO ^ •f> 0 0ID05CO OO CD 0O CO OO CM OO CM LULUa: 0 O3 >- 1 3ACKWALKCM _x CM CO *^ OM *~ O OCMinCM 00 CO oo CD 0o CO o0 0CO LULUa:o CD 08 05 a.1cr ^1CO co **• CO05co o inCO CO o0 CO oin O5 00 CO o0 05 LULU o LUoQ LAYERS BRa. cn CO**• UJIto a: LU LU . LUU «^< dlxo o^Lr Ujf- O« •»oz ^> COzoo O tr I I I I I I I I I I I I I I II MUD SILL REQUIREMENTS BASED ON LOADING TYP MUDSILLUNO MAX SQUARE MUD SILL REQD = 2508 OPTION 1 USE 1 50 FT x 1 67 (Area= 2505 SQ FT) OPTION 2 USE 1 58 FT 1 58 (Area= 2506 SQ FT) JOB DATE BYKRC CHD JPt-4 JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF BASE PLATE TO MUD SILL CONNECTION MAX VSEISMIC 75 LBS (FROM SEISMIC DESIGN LOADS) USING 6d BOX NAILS (SINGLE SHEAR) VALL, 31 LBS USE _3 NAILS => VALLOW = 93 LBS VHORIZONTAL < VALLOW OK ALLUSING 16d BOX NAILS (SINGLE SHEAR) V, USE _2 NAILS => VALLOW = 116 LBS VHORIZONTAL < VALLOW OK CONCLUSION ATTACHMENT OF BASE PLATE TO MUD SILL USING EITHER 3 - 6d BOX NAILS OR 2 - 16d BOX NAILS 58 LBS JOB BY DATE KRC CHD JPW JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 19.OF I I I I I I I I I I I I I I I I MUD SILL TO HARD GROUND CONNECTION STEEL ANCHORS BETTER THAN GROUND SOIL APPROX COMPRESSIVE STRENGTH = 500 0 PSF MAX V POST = 75 0 LBS "SMALL VALUE** AREA REQD = V / 500 *144 = 21 60 IN2 IF (4) ANCHORS ARE USED, ANCHOR = AREA REQD/4 5 40 IN2 1/4" DIA ANCHORS, L EMBED = AANCHOR/0 25= 21 60 IN 3/8" DIA ANCHORS, L EMBED = AANCHOR/0 375= 1440 IN 1/2" DIA ANCHORS, L EMBED = AANCHOR/0 5= 1080 IN 3/4" DIA ANCHORS, L EMBED = AANCHOR/0 75= 720 IN IF (2) ANCHORS ARE USED, ANCHOR = AREA REQD/2 = 1080 IN' 1/4" DIA ANCHORS, L EMBED = AANCHOR/0 25= 4320 IN 3/8" DIA ANCHORS, L EMBED = AANCHOR/0 375= 28 80 IN 1/2" DIA ANCHORS, L EMBED = AANCHOR/0 5= 21 60 IN 3/4" DIA ANCHORS, L EMBED = AANCHOR/0 75= 14 40 IN JOB O&O3I BYKRC DATE 2-q-O£ CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 7f). OF TTP SUPPORT POST TTP. MUD SILL TTP BASE PLATE OF BLEACHERS MIN. (2) I6d NAILS MIN. (2) STAKES PER BASE. MUD SILL ENGINEERING JUDGEMENT: DUE TO THE TEMPORARY NATURE OF THE BLEACHERS AND THE SMALL SEISMIC FORCES AT EACH SUPPORT BASE, ANCHORS TO THE GROUND COULD BE ELIMINATED. THE FRICTIONAL FORCES OF THE MUD SILL TO THE GROUND IS GREAT ENOUGH TO HANDLE THE LATERAL FORCE AT THE BASE. THIS MUST BE APPROVED BY THE BUILDING OFFICIAL. I DATE CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING OF r > flx ^ Dff\CO _J UJoo 1 C/5V^ E ^ ^ o CO •z.O UJcc a z0 — ' 1- o i— UJ t- X Q ~" It5*"" ' ZO oo z 0 Q.DESCRHUJUJ X CO CL H ^0cc a> 5 CO a. h- OCC O> CO CO - CO 00 00 oo IO CN LU 1- Q Z^f |_ CO CL h- 1 CC CO < i , o0 oo oo 5 LU O O CL CO LU IO LU_J CO 1 CC < t 1 oo CM oo O) 0o IO LU O O£CL CC 0 LL ^~<t CL a> Xa 5 Q_i~~ occ CO Q.pscc O3 CO - ooin CM 0o o CO LU LU1- 0 Q Z 1 — CO CL t- occ CD 5! CL h- ^OCC o> ^CO Q_ 1- OCC en CO LO ^ co CO oo IrtCD LU LU 0 oz l_ CO CL h- occ CN CC j_ CL ^CO ^cc OLL CL ^ CO oo O5 Oo CD CD LU LU 0 cc 0 LLH ^ __j CL | b>X CD CD CO s CC LATFOQ. ^CC 0LL ^Q. in en o0 CM oo LULU CC O $?2_1 ^1.§ o CO CN Xs CO • I oo CN QO CD OO OCO ZLULU O CD °8o> CL^^ ^ Q CDXo CO CO LU OQ XI LU O Q 03 OO oo CO oo co LULU 1-o UJ OQ CCCO COcc LU CL CO A u.0 CN CN i—UJLUICO o sLU UJ . LU 111 •* ft" ij ui ' —O w ""CD2 P _J co O O vQO in <r °- 5CN ^Q 0 rO , xr\ VJ U ^\y y /m r\ V.sO s 1 1 1 1^H 1 1 1 1 1 1 1 1 1 1; RISA MODEL OF 9 ROW TIP STAND BLEACHER FRAMES DL = 10PSF LL=100PSF BAY WIDTH 50 FT BAY LENGTH 100 FT SHORT DIRECTION PDL+LL = 5500 0 LBS (INTERIOR COL) PDL+U. = 2750 0 LBS (EDGE COL) USE MAX SEISMIC LOADING = 75 LBS PER POST ASD SEISMIC LOADING = SEISMIC * 0 7 = 53 LBS PER POST LONG DIRECTION PDL+LL = 5500 0 LBS (IN FERIOR COL) PDL+LL = 2750 0 LBS (EDGE COL) USE MAX SEISMIC LOADING = 75 LBS PER POST ASD SEISMIC LOADING = SEISMIC * 0 7 53 LBS PER POST MEMBER PROPERTIES COLUMNS => 1 875" OD x 10 GA WALL ROUND TUBE HORIZONTALS => 1 875" OD x 10 GA WALL ROUND TUBE DIAGONALS => 1 875" OD x 10 GA WALL ROUND TUBE Fv = 50 KSI STEEL I JOB O6O31 BY KRC DATE CHD JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 23.OF J oo>o CO Oom m DOm Co O g z io i <n CD CT 00 NJ O) Q) o -o I m (O H TJ I O o o 0~_j oOl ro 01 01 01 NJ Ol 24 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 I I I I I I I I I I I I I ' Company Joe P Hill, P E Designer KRC Job Number 06031 9 ROW TIP STAND Feb 8, 2006 302PM Checked By Global I Display Sections for Member Calcs !5 I iMax Internal Sections for Member Calcs 97 i Include Shear Deformation i Include Warping JArea Load Mesh (mA2) Merge Tolerance (in) [P-Delta Analysis Tolerance [Vertical Axis Yes Yes 144 12 0 50% Y I Hot Rolled Steel Code AISC ASD 9th !Cold Formed Steel Code • AISI 99 ASD NDS Wood Code NDS Temperature Concrete Code NDS 91 ASD <100F ACI 1999 Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block 4 4 PCA Load Contour 65 Rectangular :Use Cracked Sections !Yes Bad Framing Warnings No Unused Force Warnings Yes Hot Rolled Steel Properties 1 ! 2[ o I 4 I 5 Label A36 A572Grade50 A992 A500 42 A500 46 E [ksi] G [ksil 29000 I 11154 29000 I 11154 29000 \ 11154 29000 i 11154 29000 I 11154 Nu 3 3 3 3 3 Therm (\1E5R 65 65 65 65 65 Density[k/ftA3] 49 49 49 49 49 YielcHksi] 36 50 50 42 46 Hot Rolled Steel Section Sets Label 1 ! COLS 2 DIAGS 3 I HORIZONAL Joint Coordinates Label 1 N1 Shape Desian List Type Material Design Rul 1875"X10GAl Pipe ! Column |A572Grad I Typical 1875"X10GA Pipe i VBrace |A572Grad | ivpical 1875"X10GA Pioe I Beam !A572Grad | Tvoical and Temperatures x [ft] Y rfti z rfti i 25 2 I N2 3 I N3 4 ! N4 5 I N5 6 I N6 7 i N7 8 N8 9 N9 10 N10 0 5 0 0 A [m2] Ivy [m4] Izz [m4] J [m4] 687 : 264 I 264 ! 529 687 , 264 i 264 i 529 687 264 ! 264 ! 529 Temp Fl _ Detach From Diac 0 0 ! 45 i 0 5 5 15 15 25 0 45 0 0 0 0 775 0 0o I 0 0 0 0 0 0 25 11583 0 i 0 11 N11 12 ! N12 13 N13 0 4 ; 0 5 15 725 25 14 N14 0 0 0 0 0 i 0 ! 0 0 7 25 0 15 5 0 1 0 ! 0 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-SHORT R3D]Page 25 Company Designer Job Number JoeP Hill, KRC 06031 PE 9 ROW TIP STAND Feb 8, 20d6 302PM Checked By. I I I I I I I I I I I Joint Coordinates and Temperatures (Continued) I 15 I I 16 I i 17 I Label X[ft] Yfftl Zfftl Temo fFl N15 I 5 N16 N17 15 5 4 i 0 i 0 4 5 0 0 Detach From Diap 1 0 • 1 0 | Joint Boundary Conditions i 1 I 2 i 3 I 4 Joint Label N2 N4 N6 N8 X [k/in] Y [k/m] Reaction i Reaction Reaction I Reaction Reaction ' Reaction Reaction i Reaction Z [k/in] Reaction Reaction Reaction Reaction X Rot [k-ft/rad]Y Rot [k-ft/rad]Z Rot [k-ft/rad] Member Primary Data Label 1 2 3 4 M1 M2 M3 M4 5 ! M5 6 M6 7 M7 8 9 10 11 12 M8 M9 M10 M11 M12 1 Joint N1 1 N2 N4 J Joint N17 N3 N5 N6 N8 NIG N15 N12 N15 N17 N7 N9 N15 K Joint Rotate! I I N11 N13 N16 N14 N14 I N14 N1 N13 i Member Advanced Data Label 1 2 3 4 5 M1 M2 M3 M4 M5 6 M6 7 8 M7 M8 9 i M9 10 M10 11 I M11 12 M12 I Re Bei Lease iPIN deg). Section/Shape IHORIZONAL COLS COLS COLS COLS HORIZONAL •! DIAGS HORIZONAL HORIZONAL!HORIZONAL Desian List Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe HORIZONALl Pioe DIAGS Pipe J Release I Offset[ml J Offsetfml T/C Onlv BenPIN I BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN Hot Rolled Steel Design Label S 1 M1 iHOF nape ?IZON 2 I M2 . COLS 3 M3 I COLS 4 M4 ! COLS 5 M5 i COLS6 M6 IHORIZON 7 M7 ! DIAGS 8 M8 iHORIZON BenPIN BenPIN I BenPIN ! Tvpe Material Beam Column Column Column Column Beam VBrace Beam Beam Beam Beam VBrace Physica Yes Yes Yes A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad I TOM ! Yes BenPIN I BenPIN ! BenPIN I BenPIN I I Yes Yes Design Rules Typical Typical Typical Typical _IyjD Typ ical ical ! Typical '• Typ Typ Typ icaj ical ical Typical Typical Inactive Yes Yes Yes Yes Yes Yes Parameters Length ' 5 45 45 775 11 583 5 61 11 03 3 65 65 65 65 ] Lbzz[ft] Lcc I 65 65 i 65 65| >mp top[ft] Lcomp bot Kyy Kzz Qm-yy | ! r—j .Cnvzz _ • i i ; ^b_y sway zsway. — RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-SHORT R3D]Page 26 I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP Hill, KRC 06031 PE 9 ROW TIP STAND Feb 8, 2006 302PM Checked By Hot Rolled Steel Design Parameters (Continued) 9 10 [TT L.12. Shape _ Length _Lbyy[ft]_ Lbzz[ft] HORIZON i 1 0 I HORIZON ~ iHORIZON Label _M9_ _M1Q _M11 M12 LPIAGS_12 065_l _ Lcomp__tpR[ft]_Lcpmp_bpt Kyy Kzz Cm-yy Cm-zz Cb y sway.z sway| {g_ Joint Loads and Enforced Displacements (BLC 1 • DL+LL) I 1 ! I 2 i|~3"H— - L...4 1 .......__ Joint Label N3 N5 N7 N9 !._ _..... _r _.. ; r ~" L.D.M Direction L L L — Y" " Y Y L Y Magmtude[k,k-ft m.rad k*sA2/ft] ! -2 75 I -55 I -55 j ' -2 75 1 Joint Loads and Enforced Displacements (BLC 2 LA TERAL) ..... ... 1 2 ! : 3 i r"4~t Joint Label N3 ! N5 | N7 i N9 j__ L.D.M L L L L Direction 1 X i ! X 1 i X i X I Magnitude[k.k-ft in.rad k*sA2/ft] 075 075 075 075 __| 1 Basic Load Cases L2ZC _BLC_Descrjption DL+LL ' .LATERAL .Category.. None None X Gravity Y Gravity Z_Grayjty Joint -1 ; ' I 4 Point Distributed Area {Me Surface ( I Load Combinations D_escnp_tip_n Sol_P_D _SR BLC Factpr_BLC Factor BLC Factor BLC Factor BLC Factpr_BLC Factor BLC Factor BLC Factor 1 j_ TL [Yes- ! _Ll ! 1 | 2 1 7 '! ^ " "i i " i "T | r ' ' Load Combination Des/qn _, .Description . _ L 1 ! IL . _ASIF CD_ 1 333 ! Service Hot FloNed Cold _F_Qrmed_ NDS Wood Concrete _. Yes "T" Yes [ Yes _^. ._^es Joint Deflections (By Combination) Ii 12 I 3 i 4__.. 5 6 7 8_L. 9 10 11 ! 12 13 ^4j 15 L. _C Joint Label 1 I N1 1 ! N2 1 ! N3 1 ! N4 1 N5 1 N6 1 N7 1 N8 1 i N9 1 N10 1 ' N11 1 ' N12 1 N13 1 L N14 1 : N15 X[in] 0 0 016 0 015 0 013 0 73 011 001 01 01 0 011 _, Y[m] 0 0 -007 0 -015 0 -026 0 -02 -007 0 -024 -013 -002 ,_ -014 Z[m] 0 0 0 0 0 0 0 0 0 0 0 n 0 . 0o 0 I X Rotation [rad] 0 0... _Q_ . 0 0 0 0 0 0 0o 0 0 0 0 Y Rotation [radj 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Rotation [rad] 4~981e-4 J -2 022e-4 1 -8244e-4 -i 628e-4 1 -8418e-4 i -9237e-5 I -5026e-4 3 546e-5 ! -1 693e-2 I -7012e-4 i -1 567e-4 -3 793e-4 J -7673e-3 I , -1 459e-4 i -7 185e-4 : RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006V9ROW TIP-SHORT R3D]Page 27 Company Joe P Hill, P E Designer KRC Job Number 06031 9 ROW TIP STAND Feb 8, 2006 302PM Checked By Joint Deflections (By Combination) (Continued) 1C Joint Label 16 r17 1 N16 ! N17 i X[m] 01 I 0 I - Y[in] 013 002 I Z [in] X Rotation [rad] Y Rotationjrad] Z Rotation [rad] 0 0 0 -3203e-5 0 !0 !0 i -1 244e-4 Joint Reactions (Bv Combination) LC Joint Label 1 ! 1 2 i 1 3 1 4 1 5 1 6 1 7 i 1 8 1 : N2 N4 N6 : N8 N17 i N1 ! Totals ! I COG (ft) I __. Xfkl _. -019 -016 023 -197 NC NC -21 X 1087 Y[k] 2706 5626 5467 2927 I NC! NC ' 16 726 Y 6718 Z[k] 0 0 0 i 0 NC NC 0 Z 0 MX [k-ft] 0 0 0 0 NC LOCKED MY [k-ft] 0" o" "' 0 0 LOCKED ; LOCKED MZ [k-ft] 0 0 0 0 NC NC Member Section Deflections LC Member Label Sec x Fml 1 1 2 3 , 4_. i .„ 5 6 J 7 M1 j 1 001 2 001 3 i 001 4 ! 0 5 I 0 M2 f 8 : 9 10 11 1 12 13 14 ! 15 16 117 ; 18 19 : 20 j 21 1 ^22 23 24 ! 25 26 1 27 28 i 29 30 . 31 ! 1 32 : 33 : L e M3 ! ' e \ :i• t M4 0 > -002 5 -004 \ -006 5 -007 0 > - 004 ! 5 -008 I • -011 5 j -015 i 0 : '2-006 i 3 ! -013 4 ! -019 5 i -026 : M5 f t i i 0 > - 005 5 -01 : t -015 ': 5 - 02 i M6 i 011 | 2 011 ii • : t , M7 5 : 011 i 1 011 3 011 : 0 2 0 ; • 3 I 0 ,_34 40 35 36 ! 1 37 : L. 38 i ; I ! M8 5 I 0 1 ! 01 2 ! 01 i 3 01 i 0 : -004 -006 -005 -002 0 -002 -003 -007 -016 0 -002 -003 -006 : -015 0 ! -005 -01 -008 i -013 i 0 054 075 : -189 : -73 -007 -011 -014 -015 -014 -017 -019 -017 ! -011 • -001 i -024 i -07 I -087 z [in] 0 0 0 0 0 ! 0 0 0 0 ! 0 0 0 0 0 0 0 0 0 i 0 :o : 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad]_ (n) L/v Ratio 0 1 0 0 0 0 0 0 0 0 0 i 0 0 0 0 1 0 1 0 _, 0 H 0 i 0 i 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0"b I NC NC NC i NC 1 NC i NC NC i NC i 816065 3467 628 I NC i NC NC i 8569805 I 3486627 ' NC NC : NC i NC NC i NC 2559967 ! 1844815 733 488 190325 NC i NC NC NC NC NC NC 9389 954 NC NC NC 2454 567 1748879 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-SHORT R3D] (oXL/z Ratio NC NC i NC : NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 28 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I Compteny Joe P Hill, P E Designer KRC Job Number 06031 9 ROW TIP STAND Feb 8, 2006 302PM Checked By Member Section Deflections (Continued) 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 LC 1 1 1 1 Member Label M9 M10 M11 M12 Sec 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 x[m] 01 01 011 011 011 011 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001 y[m] -064 -013 -014 -062 -082 -062 -013 -002 -051 -07 -051 -002 -002 -05 -07 -05 0 -002 -091 -129 -098 -016 z [in] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad]_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (n) Uy Ratio 2454 567 NC NC 2454 567 1748879 2454 567 NC NC 2454 567 1748879 2454 567 NC NC 2454 567 1748879 2454 567 NC NC 1686263 1201 463 1686 263 NC (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC I NC NC NC Member ASP Steel Code Checks LC Member Shape DC Max j 1 2 1 3 4 5 6 1 | M1 11875"X1 I 012 1 M2 i'l875"X1 1 I M3 J1875"X1 341 690 1 M4 !1875"X1 678 11 M5 H 875" X 1 533 1 ! M6 J1875"X1 012 7 ;1 i M7 |1875"X1 8 I 1 I M8 H 875" X 1 9 '1 M9 !1875"X1 10 11 I M10 i1875"X1 laslffl25 3984 3984 7185 Shear DC Locfftl Dir ' 001 006 006 L_5 i 4031 4031 006 |7 266; 7239I 022 I 0 25 001 ! 5 Fa[ksi] Ft[ksi]_Fby[ksi] Fbz[ksi] Cb Cmy 20601,39994398943989 1 \ Q 12589(39 99 J43989 12 589 | 39 gg!43 989 43 989 j 1 43989 12589,3999,43989143989 12589! 39 99i43 989 1 43 989 20 601 | 39 99 43 989 43989 013 I3052 001 0 I 14 279 | 39 99 |43 989 1 43 989 046 034 042 11 M I M11 J1875"X1 i 095 12 1 M12 1875"X1 5 I 001 r-001 10 10 5 i 001 10 5 I 001 5 31 9 '39 99 !43 989 531913999 43989 1 1 1 1 1 43 989 1 43989 5 31 9 ! 39 99 !43 989 j 43 989 1 1 10 5 319 ! 39 99 |43 989J 43 989 1 041 I6032i 001 112065 3 654 139 99 143989 143989 1 6 6 Crnz._Eqn fl !H1-T1 6 6 6 i 6PS6 6 1 6 H1-1 H1-1J H1-1 j H1-1 H1-3 1 IH2-1I 6 1 6 6 1 1 6 : 1 6 i 1 H1-3! H1-3 H1-3J H1-3! H2-1| RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-SHORT R3D]Page 29 in 10 in in inin -in in mm 0. coO CO ro §o CM 00 13 0) O o Q.I-I CJ O o _j in (A ±±~a i ct UJ O. 0) .O I OC O Q 00 tt LU CO SLiJ UJ Q O COo 8' 30. I I I I I I I I I I I I I I 1 I I I I Company Joe P Hill, P E Designer KRC Job Number 06031 9 ROW TIP - LONG Feb 8, 2006 303PM Checked By Global 3lay Sections for Member Calcs ;Max Internal Sections for Member Calcs Include Shear Deformation Include Warping AreaJ-pad Mesh QnA2) Merge tolerance (in) • P-Delta Analysis Tolerance jVertical Axis i Hot Rolled Steel Code !Cold Formed Steel Code IN PS Wood Code |NDS Temperature !AISC ASD9th AISI 99 ASp_ ~ASD "100F j Concrete Code : ACM 999 [Number of_Shear_Regions .Regionjjpaang Increment (in) iBjaxiaLColurnn M_ethod : Parme Beta" Factor (PCA) I Concrete Stress Block ryse_Cracked_Sectipns Bad Framing Warnings i Unused Force Warnings PCA Load Contour T65' Rectangular [Yes :Yes Hot Rolled Steel Properties Label 1 ; A36 I 2 I A572Grade50 i 3 I A992 ! 4 I A500 42 5 ! A500 46 I __ EJksj] __ 29000 29000 29000 29000 29000 GJksi]. _ 11154 11 11 154 154 11154 11154 Nu3 3 3 3 3 Therm (\1 E5 F) I 65 ! 65 65 I 65 ! 65 ..Density[k/ftA3]49 r 49 i 49 i 49 49 ! Yield[ksi] 36 50 50 42 46 Hot Rolled Steel Section Sets 1 2 3 Label COL HORIZ DIAGONAL Shape Desian List Type Material Design Rul A [m2] lyy [in4] Izz [m4] J [in4] i1875"X10GA: Pipe Column iA572Grad j Typical i 687 i 264 : 264 ! 529 j |1875"X10GA! Pipe | Column A572Grad ! Typical 687 264 264 j 529 I ,:1 875"X10GA, Pice Column iA572Grad Typical i 687 264 264 I 529 I Joint Coordinates and Temperatures Label X [ft] 1 I N1 0 i 2 ! N2 '• 0 ' 3 i N3 I 5 4 ! N4 5 5 N5 i 10 i 6 N6 j 10 7 ! N7 15 8 N8 15 ! 9 N9 20 10 J N10 j 20 11 N11 ! 25 12 N12 ! 25 13 N13 J 30 14 ; N14 30 Y [ft] 2 [ft] Temp [F] ! 0 I 0 j 0 14 0 ! 0 0 ! 0 0 : 14 ! 0 I 0 0 0 I 0 14 i 0 0 I 0 ! 0 0! 14 i 0 0 i 0 ! 0 0 14 i 0 0 0 I 0 0 14 : 0 0 0 ! 0 0 14 ! 0 0 Detach From Diap - - . RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2005\9ROW TIP-LONG R3D]Page 31 Company Joe P Hill, P EDesigner KRC Job Number 06031 9 ROW TIP - LONG Feb 8, 206 304PM Checked E 6 V Joint Coordinates and Temperatures (Continued) F15" 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Label N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N40 N42 N44 Joint Boundary XFft] 0 5 10 ,.15 . 20 25 0 5 10 15 20 25 0 5 10 15 20 25 30 30 30 Yfft] 5 5 5 5 5 5 7 7 7 7 7 7 135 135 135 135 135 135 5 135 Z[ft]o •; 0 0 0 0 0 : 0 0 0 0 ] 0 0 0 0d 0 ! o ; 0 1 0 0 0 Temp [F] _. _0 .. io 1 0 i 3etach From Diap 0 1 0 0 I 0 0 0 0 0 0 0o ! 0 0 0 0 0 0 0 Conditions Joint Label X [k 1 2 3 4 5 6 .7.... Mem 1 2 3 N1 N3 N5 N7 N9 N11 N13 Rea Rea Rea Rea Rea Rea Rea Jm] _Y[k ction i Reac ml Z [k/ nl X Rot fk-ft/radl -tion Reac stion Reaction Reac -tion Reaction Reac -tion Reaction Read ction Reaction Reac ction Reaction Reac otion Reaction Reac ion ion ! ion ion tion ion tion Y Rot [k-ft/rad]_Z Rot [k-ft/rad] : J_ _ I 11 iber Primary Data Label M1 M2 M3 4 j M4 5 M5 6 7 8 9 JQ... 12 13 14 15 16 17 18 19 M6 M7 M8 M9 M10 M11 M12 M13 M14 J M15 M16 M17 M18 M19 20 I M20 RISA-3D Version I Joint J N1 N3 i N5 J N7 Joint K Joint N2 ! N4 N6 ' N8 Rotate(deg) Sect i N9 I N10 N11 I N12 : N13 N14 . N15 N16 N21 N16 i N27 N22 N23 N30 N30 N25 N17 ! N24 i N24 N32 N26 '• N16 N18 N20 • N17 N19 N42 N40 N17 N19 N40 N18 h i DIA1 DIA on/Shape Design List COL 1 Pipe COL Pipe COL Pipe COL : Pipe COL Pipe COL i Pipe COL Pipe IORIZ Pioe GONAL Pioe GONAL Pioe DIAGONAL Pipe DIAGONAL Pipe : . DIAGONAL Pioe : DIAGONAL : Pipe i DIAGONAL Pipe DIAGONAL Pipe HORIZ Pipe ' HORIZ Pipe ! : HORIZ Pipe ! HORIZ Pioe Type Material :Column|A572Grad Column A572Grad Column A572Grad Column |A572Grad Column |A572Grad ' Column !A572Grad i Column !A572Grad i Column |A572Grad 1 Column !A572Grad~ Column A572Grad Column !A572Grad Column A572Grad Column A572Grad i Column !A572Grad ; Column IA572G Column IA572G Design Rules Typical Typical Typical Typicalr Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical rgd j Typical rad | Typical 1 Column JA572Grad I Column |A572Grad 1 Column 'A572Grad : Column A572Grad 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D] Typical Typical Typical Typical Page 32 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I Company Joe P Hill, P.E Designer KRC Job Number 06031 9 ROW TIP-LONG Feb 8, 2006 304PM Checked By Member Primary Data (Continued) Label I Joint J Joint K Joint 21 ! M21 ! N19 ' N20 ' 22 23 M22 M23 24 M24 25 26 27 28 29 30 M25 M26 M27 M28 RQti_te(deg) N21 I N22 ' ! N22 N23 N24 N23 N24 N25 N25 ! N26 I N26 ! N42 ! N27 M29 N28 M30 N29 31 M31 32 M32 33~l M33 N30 N31 N32 N28 I N29 I N30 i N31 ; N32 N44 Section/Shape HORJZ 1 HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ HORIZ i HORIZ HORIZ HORIZ Desian List Pipe Pipe Pipe Tvpe Material Column A572Grad Column :A572Grad__| Column !A572Grad Design Rules Typical 1 Typical TvDical 1 Pipe i Column A572Grad | Typical ! Pipe IColumn |A572Grad Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Column 'A572Grad Column A572Grad Column A572Grad Column |A572Grad Column A572Grad Column |A572Grad Column 'A572Grad Typical i Typical i Typical i Typical ' Typical i Typical 1 Typical i typical ! Column v\572Grad Typical ! Member Advanced Data \ 1 I 2 i 3 A 5 6 7 8 9 10 11 12 13 14 I 15 I 16 17 18 | 19 I 20 i 21 22 23 24 25 26 27 i 28 29 : 30 31 32 ; 33 , Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 _| M2_5 _ M26 M27 M28 M29 M30 M31 M32 M33 . : I Release BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenP'lN BenPIN [ J Release BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN I Offset[m]J Offsetfin)T/C Only Physical Yes ~" Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes TOM Inactive ! Hot Rolled Steel Design Parameters Label Shape Length,1 I 2 i M1 M2 I COL i COL 14 14 Lbyylft] Lbzz[ft] Lcomp top[ft] Lcomp bot __Kyy Kzz Cm-yy Cm-zz Cb y sj/ay z_sway_J 6_e n 66 T 1 > | T i ! ! T : 66 66 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D]Page 33 Company Joe P Hill, P E Designer KRC Job Number 06031 9 ROW TIP - LONG Feb 8, 2006 304PM Checked By I I I I I I I I I I I I I I I I I I I Hot Rolled Steel Design Parameters (Continued) Label Shape Lenath Lbvvfftl Lbzzfftl Lcomo toofftl Lcomo bot Kvv Kzz Cm-vv Cm-zz Cb v swav z swav 3 M3 4 M4 5 6 7 M5 COL 14 6 6 COL 14 66 COL 66 66 14 66 66 M6 COL 14 66 M7 COL I 14 66 8 M8 9 10 11 12 13 14 15 16 HORIZ I 5 M9 DIAGONAL 8 201 M10 DIAGONAL 8 201 i M11 DIAGONAL' 8 201 i M12 DIAGONAL! 8 201 ' M13 DIAGONAL] 8 201 ] M14 DIAGONAL! 8 201 i M15 DIAGONAL M16 [DIAGONAL 17 ! M17 18 ' M18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 M19 M20 HORIZ HORIZ HORIZ HORIZ 8201 8201 66 66 : 1 j ! ; 5 5 5 5 M21 HORIZ 5 i M22 ; HORIZ i 5 ; M23 M24 M25 M26 M27 M28 M29 M30 M31 HORIZ ! 5 ! I I 1 ! 1 i j HORIZ 5 i HORIZ 5 HORIZ 5 i HORIZ i 5 i : HORIZ ! 5 ! ! HORIZ I 5 I HORIZ HORIZ M32 HORIZ M33 i HORIZ 5 i 5 5 5 j I J ! : , 1 i 1 . j i i t 1 1 j • ! ! I Joint Loads and Enforced Displacements (BLC 1: DL+LL) Joint Label LD.M 1 N2 L 2 N4 L 3 N6 L 4 '' N8 L 5 I N10 L 6 I N12 L 7 I N14 i L Direction Maanitude[k.k-ft m.rad k*sA2/ftl Y i -2 Y i -5 Y ; -5 Y ' -5 Y ! -5 Y -5 Y -2 75 ! 5 5 5 5 5 75 Joint Loads and Enforced Disolacements (BLC 2 : LATERAL) Joint Label L.D.M 1 .' N2 L 2 N4 L 3 N6 ! L 4 N8 L 5 N10 L 6 N12 L 7 N14 L Direction Maqnitudelkjojt in.rad k*sA2/ft] ! X I 075 ! X I 075 I X I 075 ! X i 075 j X I 075 ! X I 075 I X I 075 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D]Page 34 I I I I I I I I I I I I I I I I I I I Compdny Joe P Hill, Designer KRC Job Number 06031 PE 9 ROW TIP-LONG Feb 8, 2006 304PM Checked By Basic Load Cases BLC Description DL+LL LATERAL Load Combinations tion Category X 1 None L ! None Gravity Y Gravity Z , -1 I Gravity Joint Point 7 ! 7 Distnbuted.Area (Me Surface ( i ! I JDescrjption Sol PD SR BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor TL .YesT "I" I 1" I 1 i 2 1 7 ' ' ' ' "~ "~ ' Load Combination Design Description ASIF ! 1 TL 1 33 CD Ser 1 1 Hot Rolled Cold Formed Yes Yes _NDS Wood Concrete Yes. I Yes "1 Joint Deflections (By Combination) LC Joint Label X finl Yfml 1 1 : N1 2 3 1 N2 1 4 I "1" 5 N3 0 0 006 - 022 0 N4 005 1 N5 ! 0 6 i 1 : 7 ; 1 I 8 9 10 11 12 13 1 N6 : 004 N7 ' 0 N8 004 1 N9 1 i N10 1 I N11 1 N12 1 N13 14 1 15 16 1 1 N14 N15 N16 17 1 N17 18 1 N18 19 1 N19 0 002 0 0 -046 0 -05 0 -032 0 -048 0 0 -035 0 0 0 -028 004 0 004 - 002 003 i - 002 006 0 008 - 002 20 : 1 N20 . 01 21 1 N21 ' -003 22 1 N22 23 1 N23 24 1 25 1 26 1 27 28 29 30 31 32 N24 -002 -001 001 -001 -01 -023 -026 -012 N25 i 002 I -025 N26 002 i -015 1 N27 1 - 001 - 022 N28 i -002 -045 1 N29 1 1 1 33~1 1 N30 N31 N32 -002 -003 -048 -03 - 005 - 046 - 007 - 033 N40 i 011 -001 34 ! 1 ; N42 005 i -016 35 i 1 N44 - 007 - 027 Z [in] X Rotation [rad] 0 0 0 : 0 0 0 0 : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y Rotation [rad] Z Rotation [rad] 0 -6 32e-4 ] 0 0 0 -1 192e-3 -6484e-4 I -1 1686-3 I 0 ' -52e-4 ! 0 i -1 115e-3 0 ! -9482e-4 0 -1 113e-3 0 ! 0 0 ! 0 0 0 0 0 0 0 0 -1 401e-3 -1 137e-3 0 -1 66e-3 0 I -1 138e-3 0 I -1 963e-3 0 I -1 137e-3 0 .. -5 6e-4 0 I -5766e-4 0 ! -4673e-4 0 0 i 0 i -8471e-4 I 0 0 0 0 0 0 0 0 0 -1 245e-3 ' 0 0 -1 472e-3 4 542e-4 0 I 4 569e-4 0 0 I 0 j 4 142e-4 0 -r- °0 0 0 0 0 0 0 0 0 I 5 394e-4 0 ! 6 874e-4 0 7781e-4 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 069e-3 -1 045e-3 -9915e-4 -9 9e-4 -1 013e-3 -1 015e-3 0 I -1 742e-3 0 I 8605e-4 0 ' -1 014e-3 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D]Page 35 Company Designer Job Number JoeP KRC 06031 Hill, P E 9 ROW TIP - LONG Feb 8, 2066 304PM Checked By I I Joint Reactions (Bv Combination) LC Joint Label 1 2 1 N1 1 N3 3 1 N5 4 5 6 ! 7 8 9 I 10 I 11 1 N7 1 N9 1 : N11 1 I N13 1 N20 1 N17 1 ! Totals 1 i COG (ft) X[k] -031 -031 -022 -043 -067 -08 -094 NC NC -368 X 15 YFk] I 2499 ! 5908 « 7585 2808 6387 368 4726 NC NC 33593 Y 13876 Z [k] MX [k-ft] 0 LOCKED 0 0 i 0 0 0 0 I 0 0 0 01 0 0 i NC NC 1 NC NC 0 1 Z 0 1 Member Section Deflections 1 LC Member Label 1 I M1 Sec x finl 2 i ; 3 ! I 4 ! 1 2 ! 3 0 -005 -01 4 -017 I 5 i 6 ! 1 M2 I 7 'I 8 9 10 11 12 13 5 1 1 M3 I14 ; I 15 I 16 17 18 19 1 M4 I | i 20 ! 21 22 23 24 25 26 ! 27 2 3 4 5 -022 0 -012 -023 -035 ! -046 1 ; 0 2 3 4 5 -013 -026 -038 -05 1 i 0 2 I - 006 3 I -012 4 - 022 I 5 - 032 ' 1 M5 ! ! I 1 I M6 • 28 ; I 29 iso ; i 31 I 1 ! M7 32 I I 33 I i 34 i 35 I 36 ! 1 ! M8 37 I I 38 I 1 0 2 I -012 3 4 5 1 2 3 4~n 5 1 -025 -036 -048 i 0 -008 -015 -025 -035 0 2 -008 3 4 -016 -022 5 -028 1 004 2 004 3 004 ^39 ! 40 i 41 i 1 ; M9 4 004 : 5 004 I 1 ; 006 y [ml 0 -01 003 017 -006 0 -011 002 017 -005 0 -01 001 016 -004 0 -017 -001 016 -004 0 -025 -002 018 -002 0 -029 -002 02 0 0 -034 -005 02 0 0 -004 -006 -005 -002 MY [k-ft] 1 LOCKED MZ [k-ft]1 b ! 0 ! 0 0 , 0 0 ! 0 0 0 0 i 0 0 0 1 LOCKED i NC LOCKED NC 1 I 1 1 1 1 1 z [in] x Rotate[rad] (n) L/v Ratio (n) L/z Ratio 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 i 0 1 0 0 0 i 0 0 1 0 i 0 0 ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .__.-009._A 0. 0 0 0 0 0 NC NC ! NC NC j NC i NC 7743823 1 NC NC NC NC NC 9885167 NC NC NC NC 1 NC NC NC NC ; NC NC NC NC i NC NC I NC NC I NC NC i NC 9677348 ! NC NC I NC NC NC NC 6946 773 NC NC NC NC NC NC 8464 9 i NC NC NC NC 5826712 NC 8329714 NC NC 4888 316 NC 8448 989 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D] Page 36 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP Hill, KRC 06031 PE 9 ROW TIP - LONG Feb 8, 2006 304PM Checked By Member Section Deflections (Continued) i! ! I I I ! I 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 ! 95 | 96 I 97 98 i LC 1 1 1 1 1 1 1 1 1 I 1 I I 1 Member Label M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 Sec 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 I—3 4 5 1 2 o 4 5 1 2 3 4 5 1 2 3 4 5 1 ? 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 x [in] 006 005 004 004 016 017 017 017 017 -022 -023 -024 -025 -026 022 022 021 021 021 0 -002 -004 -006 -008 01 009 008 007 007 022 021 019 017 016 014 012 011 01 008 004 004 003 003 003 006 006 007 008 008 ._. 01 _ 01 011 011 011 _i 003 ~l 004 004 y [m] -02 -022 -014 002 -014 -028 -034 -029 -016 -015 -029 -035 -029 -016 -021 -032 -036 -029 -013 -004 -018 -025 -021 -008 -006 -017 -019 -011 005 -026 -034 -035 -024 -006 -007 -017 -019 -009 008 -002 -005 -006 -005 -002 0 -004 -006 -005 -002 -001 -004 -006 -004 -001 -002 -005 -006 zfm] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 06 0 0 0 0 0o 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (n) L/y Ratio 7299 827 5201 127 7299 827 NC ,_ NC 7299 827 5201 127 7299 827 NC NC 7299 827 5201 127 7299 827 NC NC 7299 827 5201 127 7299 827 NC NC 7299 827 5201 127 L_7299 827 NC NC 7299 827 5201 127 7299 827 NC NC 7299 827 5201 127 7299 827 NC NC 7299 827 5201 127 7299 827 NC NC NC NC NC NC NC NC r NC NC NC NC NC NC NC NC NC NC NC (nl L/z Ratio NC n NC NC NC NC NC NC NC NC NC I NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC i NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC I NCr NC L_NC" RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D]Page 37 Company Joe P Hill, P E Feb 8, 2006 Designer KRC 3 04 PM Job Number 06031 9 ROW TIP - LONG Checked By Member Section Deflections (Continued) ~W 100 101 LC Member Label Sec x [in] ' 4 ! 005 1 M02 103 i 104 , 105 106 107 108 109 110 • 5 M21 i 1 i 2 ; 3 006 008 009 009 .' 4 009: 5 1 M22 1 111 1 112 ! 113 114 115 116 117 118 119 120 121 122 123 124 M23 1 M24 1 2 3 4 5 1 2 3 4 01 -003 -003 -003 -003 -002 -002 -002 -002 -002 5 -001 1 -001 2 i 0 3 , 0 4 ! 0 '• 5 i 001 M25 I 1 001 ! 2 I 002 I 3 125 126 1 127 M26 4 5 1 I 2 002 002 002 002 002 128 ! 3 • 002 129 130 131 1 132 133 134 135 4 002 5 002 M27 1 2 3 4 5 136 1 M28 1 137 I 2 138 139 i 140 141 142 143 1 M29 002 003 004 004 005 -001 -001 3 -001 4 5 1 2 ! ! 3 144 145 -002 -002 -002 -002 -002 i 4 - 002 146 1 i M30 147 I 148 i .149.. 150 151 152 153 L_154._ JI55_ 4 5 -002 1 ! - 002 2 -002 3 -003 4 5 M31 1 2 -003 -003 -003 -003 3 -004 4 I 5 -004 -005 v [in] z [in] x Rotatefradl -004 0 0 0 -002 0 -005 0- 006 ; o 0 I (n) L/y Ratio. _{n)..l_/z Ratio NC NC H 0 NC ' NC 0 i NC 0 NC 0 - 004 0 0 -001 0 0 -01 I 0 0 -017 0 0 -021 0 0 -023 -023 -023 -027 -029 -029 -026 -026 -026 -023 -018 -012 -012 -018 -022 -024 -025 -025 -025 -024 -021 -015 -015 -019 -02 -019 -016 -022 -031 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NC NC NC NC NC NC NC NC NC NC I NC ! NC I NC i NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 0 NC ! NC 0 0 ! NC I NC 0 0 i NC NC 0 0 NC 0 0 0 0 0 0 0 i 0 0 0 0 ! 0 0 0 0 0 . NC NC NC NC NC NC NC NC NC NC NC NC NC 0 0 NC 0 0 NC 0 0 0 0 0 0 0 NC 0 NC 0 NC 0 NC 0 NC 0 NC NC NC NC NC NC NC NC NC NC NC NC NC -038 ! 0 0 NC i NC - 042 i 0 - 045 i 0 - 045 ! 0 - 049 I 0 -051 -05 -048 -048 0 0 0 0 -047 0 -043 0 - 038 ! 0 -03 0 0 0 0 0 NC ' NC NC NC NC NC 0 NC 0 i NC NC NC NC NC 0 . NC i NC 0 i NC NC 0 NC i NC 0 NC 0 NC 0 i NC -03 i 0 0 -037 I 0 0 -042 0 i 0 -045 ! 0 ' 0 -046 I 0 ' 0 NC NC i_ NC NC NC NC NC NC ! NC NC I NC NC I NC 1 1 1 1 1 1 1 1 1 •j 1 1 1 1 1 1 i _ 1 i 1 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D] Page 38 • I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP KRC 06031 Hill, P E 9 ROW TIP - LONG Feb 8, 2006 304PM Checked By Member Section Deflections (Continued) 156 157 158 LC Member Label 1 n M32 159 i Sec x [in] y [in] 1 : -005 -046! 2 : -005 ! 3 ! -006 160 I 161 J62 163 164 I 165 1 I M33 4 I - 006 z [in] x Rotate[rad] 0" i 0 -046 , 0 , 0 -044 -039 5 j -007 i -033 1 ! -007 i -033 I 2 I -007 -035 I 3 ! -007 -034 ' 4 ! -007 I I 5 I -007 -032 -027 (n) L/y Ratio NC NC 0 ! 0 NC 0 0 0 0 0 0 0 0 ' NC 0 0 0 NC NC NC 0 NC 0 i NC 0 I NC (n) L/z Ratio NC NC I NC NC NC NC NC NC NC NC Member ASP Steel Code Checks " 1 2 3 I 4 i 5 6 7 8 9 10 11 12 LC 1 Member M1 1 M2 1 M3 1 1 1 1 M4 M5 M6 M7n MS 1 M9 1 1 1 M10 M11 M12 13 1 , M13 Shape DC Max 1 875" X 1 ; 364 1 875" X 1 732 1 875" X 1 1 875" X 1 1 875" X 1 967 696 834 1 875" X 1 696 1875"X1 j 619 1 875" X 1 008 1875"X1 106 1875"X1 ' Q16 1 875" X 1 i 1 58 1 875" X 1 062 1 875" X 1 336 14 1 j M14 |1875"X1 : 147 15 1 Me 1 M7 1 18 I 19 i 20 L_21 1 M15 M16 M17 M18 1 M19 1 M20 _LQ_c[ft]_ 13417 438 438 Shear DC Locfft] Dir Fafksil Ftfksil FbvFksil 006 13562 006 113562 006 J13562 13562J 006 '13562| 438 13562 438 25 4357 4015 007 ! 0 009 0 12 183 12183 12. 1831 12 183 399 .4389 399 ;4389 399 4389 399 4389 121831 399 4389 £bz[ksi]_CbCmy.. Qmz_Egn 4389i fT 6 6 IH1-1 4389 4389 4389 4389 121831 399 4389! 43 89 010 0 12 183 j 399 I4389J4389 001 5 i 20554 399 001 !8 201 001 8 201 3 844l 001 0 4357 3929 4357 1875"X1 250 J4271 1 875" X 1 1 875" X 1 223 l4 271 025 1 875" X 1 039 1 875" X 1 1 875" X 1 25 25 029 I 2 5 037 1 M21 |1875"X1 025 22 1 ' M22 !1875"X1 L23__1 24 25 26 27 28 ,29 1 : M23 1 1 1 M24 M25 M26 1 ! M27 1 1 30 1 M28 M29 019 1875"X1 021 1 875" X 1 1 875" X 1 039 017 1875"X1 011 1 875" X 1 036 1875"X1 ! 016 1 875" X 1 | 020 M30 H875"X1 31 11 ! M31 u.32 .1 33 1 M32 , M33 i 024 1 875" X 1 | 050 1 875" X 1 054 1 875" X 1 009 25 25 25 25 25 25 25 25 25 25 25 25 25 25 001 001 001 001 001 0 7 891 39 9 7 891 i 39 9 7 891 ! 39 9 4389 4389 4389 4389 7 891 I 39 9 !43 89 4389 4389 4389 4389 4389 0 7891 I 399 I4389J4389 8201 17891 i 399 43 89! 43 89 0 7891 i 399 i4389l4389 0 7891 399 4389 001 ' 5 001 5 001 001 5 5 20554 399 4389 20554 20554 20554 001 i 5 i 20554 399 399 399 4389 4389 4389 4389 43 89! 43 89 43 89 i 43 89 399 4389 001 5 ,20554 399 ;4389 001 5 001 5 001 5 i 20 554 ; 39 9 43 89 20554J 399 4389 001 5 i 001 001 20554 20554 5 i 20 554 0 399 399 399 4389 4389 4389 4389 4389 4389 43 89! 43 89 43 89 1 43 89 20654; 399 :4389 001 ' 5 001 5 ' 001 001 0 5 20554; 399 4389 20 554 | 399 4389 i 20 554 | 399 20554 001 5 ! 4389 4389 4389 4389 4389 399 l4389'4389 20 554 , 39 9 |43 89 1 43 89 1 1 1 6 6 6 , 6 6 , 6 1 6 : 6 1 6 ! 6 1 i 6 61 1 1 1 1 1 1 1 1 1 1 1 6 1 6 1 6 6 6 6 6 6 6 6 6 6 1 1 1 H1-1I H1-1 H1-1 H1-1 H1-1 H2-1 H1-3 H2-1 H1-3 1 H1-1 1 H1-3 1 _jH1-1 1 H1-1 1 H1-3 J_,H2-1 1 1 6 1 1 6 1 H2J. 1 IH2-1 6 1 H2-1 1 6 1 H2-1 1 6 1 'H2-1 1 ! 6 1 6 1 6 1 6 1 !H2-1 1 1 1 1 ; 6 1 H2-1 H2-1 H1-3 H1-3 1 i 6 1 !H1-3 1 6 1 H1-3 1 6 1 H1-3 1 6 1 H2-1 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\9ROW TIP-LONG R3D]Page 39 ( Jph 1 V.RISA MODEL OF PLATFORM FRAMES DL = 10PSF LL=100PSF BAY WIDTH BAY LENGTH SHORT DIRECTION PDL+LL = PDL+LL = USE MAX SEISMIC LOADING = 60 FT 60 FT 3960 0 LBS (INTERIOR COL) 19800 LBS (EDGE COL) 75 LBS PER POST ASD SEISMIC LOADING = SEISMIC *0 7 = 53 LBS PER POST LONG DIRECTION PDL+LL = PDL+LL = USE MAX SEISMIC LOADING = 3960 0 LBS (INTERIOR CO 19800 LBS (EDGE COL) 75 LBS PER POST |I^B 1 I • 1 1 1 ASD SEISMIC LOADING = SEISMIC *0 7 = 53 LBS PER POST MEMBER PROPERTIES COLUMNS => 1 625" OD x 0 09" WALL ROUND TUBE FRAME HORIZONTALS => 1 625" OD x 0 09" WALL ROUND TUBE FRAME DIAGONALS => 1 0" OD x 0 073" WALL ROUND TUBE HORIZONTALS => 1 0'OD x 0 073" WALL ROUND TUBE CROSS BRACES => 1 0" OD x 0 073" WALL ROUND JOB V BY KRC Fv = 50 KSI STEELy DATE 2-el-O6 JOE P. HILL, P.E. CHD CONSULTING STRUCTURAL ENGINEERING JPH 1 1 • ••TUBE II !•|l 1 1 1RHFFT ^Ti J. OF f_ J. CO 0> . CO 05 CO CDC5 . CMino CO 75 COooCN 00 .Q(D o X CO Is oLL § Q. OmOH O Of. a. CDZ Q § LUCD 2 UJ UJ" Q O H> I N in — ll UJ Q_ CO §O 41. Company Joe P Hill, P E Designer KRC Job Number 06031 Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Include Warping Area Load Mesh (mA2) Merge Tolera nee i|n) P-Delta Analysis Tolerance Vertical Axis Hot Rolled Steel Code Cold Formed Steel Code NDS Wood Code NDS Temperature , Concrete Code PLATFORM - SHORT 5 97 Yes Yes I 144 i 12 0 50% Y AISC ASD 9th ! AISI 99 ASD j NDS 91 ASD < 100F ACI 1999 Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings Hot Rolled Steel Properties Label E [ksi] 1 A36 29000 2 A572Grade50 29000 3 A992 ! 29000 4 A500 42 29000 5 A500 46 29000 Hot Rolled Steel Section Sets 4 4 I PCA Load Contour 65 Rectangular • Yes ! No Yes G [ksi] Nui 11154 ; 3 11154 ! 3 11154 3 11154 3 ! 11154 ' 3 ' Feb 8, 2006 306PM Checked By 1 1 1 1 1 1 1 • Therm (\1E5F) Density[k/ftA3] Yieldfksil B 65 49 65 i 49 65 ! 49 65 49 • 65 49 Label Shape Design List Tvoe Material Design Rul A [m2] lyv [m4] Izz [m4] 1 COL ;i 625" OD x o 09" Pipe I Column !A572Grad | Tvpical ; 434 I 128 128 2 i FRAME HORIZh 625"ODx009" Pipe i Beam :A572Grad i TvDical I 434 i 128 128 3 I HORIZ ,1"ODx0073"WA Pipe I Beam A572Grad ; Ty 4 DIAGONAL h"ODx 0073"WA ! Pipe I VBrace |A572Grad | Ty pical ! 213 023 023 Dical I 213 023 023 5 ICROSS BRACE iV'ODxO 073" WA Pipe ; VBrace jA572Grad | Tvoical ! 213 : 023 ! 023 ' Joint Coordinates and Temperatures Label X [ftl 1 I N1 0 2 i N2 0 3 I N3 | 6 4 i N4 I 6 5 i N5 12 6 i N6 12 7 ! N7 i 12 8 I N8 I 0 9 I N9 6 10 I N10 I 12 11 I N11 12 12 ! . N12 . 12 Y[ft] Zfftl TemD[F] Detach F I 0 0 I 0 ! 975 i 0 i 0 0 0 i 0 975 0 D 0 D 0 975 i 0 ; 0 2125 95 95 95 ! 4 375 0 0 D 0 0 0 ! 0 0 0 0 I 6125 0 '0 36 j 50 - 50 I 42 I • 46 ! 1 J[in4] m -25.7_| I 257 i • 046 046 • 046 • • •:rom Diap * , RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-SHORT R3D] Page 42 • I I I I I I I I I I I I I I I I I I I Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - SHORT Feb 8, 2006 306PM Checked By Joint Coordinates and Temperatures (Continued) Label 13 I N13 14 N14 15 N15 16 N16 17 i N17 18 i N18 19 I N19 20 i N20 21 i N21 X[ft] 12 0 6 0 6 0 6 0 6 YFftl 8375 2125 4375 4375 2125 8375 6125 6125 8375 Z[ft] 0 0 0 0 0 0 0 0 0 Temp [F] 0 0 0 0 0 0 0 0 0 Detach From Diap Joint Boundary Conditions Joint Label 1 2 3 I I i N1 N3 N5 X [k/m]1 Reaction : 1 Reaction ' Reaction Y [k/m] Reaction i Reaction Reaction ! Z[k/m] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot Fk-ft/radl Reaction i ! Reaction I ! Reaction ' 1 Member Primary Data 1 2 3 4 5 6 I 7 8 i 9! 1011 12 Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 13 M13 I Joint J Joint K Jo nt Rotate(dea) Section/Shape N1 ! N3 i N5 N15 N17 N8 N9 N21 N19 I N14 I N16 i N18 I N2 n N4 N6 N7 N11 N9 N10 N12 N13 N15 N17 N19 COL COL COL Design List Type Pjpe iCoiumn Pipe ICoiumn Material A572Grad A572Grad Pipe I Column |A572Grad CROSS BRACEj Pipe ! VBrace iA572Grad CROSS BRACEJ Pipe i VBrace iA572Grad HORIZ HORIZ Pipe I Beam iA572Grad Pice I Beam CROSS BRACEEJ Pipe jVBrace CROSS BRACEJ p|De IVBrace CROSS BRACD Pipe IVBrace N20 I N21 CROSS BRACE. CROSS BRACE. CROSS BRACE. Pipe IVBrace Pipe i VBrace Pipe i VBrace A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad A572Grad Design Rules Typical Typical ! Typical i Typical I Typical Typical I Typical i Typical Typical Typical Typical Typical Typical Member Advanced Data rr~ I 2 I 3 ! 4 5 6 7 8 9 10 11 12 L13 Label M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 1 Release _J_Belease I Offsetfinl J Offsetfml ' | T/C Only Physical ! BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN i BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN i i I i I I I I I I I I I Hot Rolled Steel Des/crn Parameters Label Shaoe Lenath 1 M1 i COL I 975 Lbyy[ft] Lbzz[ft 4 ! 4 Yes Yes TOM Yes Yes Yes Yes Yes Yes Yes Inactive !i! i Yes Yes Yes Yes Lcp_mp_tqp[ft] J-CQmp_bot. .Kyy. Kzz Cm-yy Cr I i n-zz Cb.... . . I v sway z sway ! RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-SHORT R3D]Page 43 Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - SHORT Feb 8, 20d6 306PM Checked By Hot Rolled Steel Design Parameters (Continued) Label Shape 2 M2 i COL 3 M3 COL 4 M4 ICROSS B 5 M5 iCROSS B 6 M6 i HORIZ 7 M7 HORIZ 8 i M8 CROSS B 9 i M9 CROSS B 10 M10 JCROSSB 11 M11 iCROSS B i 12 M12 CROSS B 13 M13 CROSS B Length Lbyy[ft] Lbzz[ft] Lcomo toofftl Lcomo bot Kvv Kzz 975 i 4 i 4 i 975 4 i 4 i 6408 I 6408 i 6 6 6 408 I 6408 i 6 408 I 6408I 6408 6408 Joint Loads and Enforced Displacements Joint Label 1 N2 2 N4 !' 3 N6 L.D.M L L L Joint Loads and Enforced Displacements Joint Label ! 1 N2 2 N4 3 N6 Basic Load Cases BLC Description 1 DL+LL 2 LATERAL Load Combinations Description 1 I TL L.D.M L L L Category X Gravity i None i None i i i iii i l (BLC1 DL+LL) Direction Y I Y i I Y I (BLC 2 • LATERAL) Direction ! X I! x ! 1 X 1 Cm-yv Cm-zz Cb y sway z sway i ': \ | I I; | I '. ! | I Maanitude[k,k-ft m.rad k*sA2/ft] -1 96 -398 -1 96 Magnitude[k.k-ft m.rad k*sA2/ft] 075 1 1 1 1 1 1 I 1 075 - 075 Y Gravity Z Gravity Joint Point Distributed Area (Me Surface ( i -1 i I 3 i 3 i ii Sol PD SR BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Yes' I I 1 1 1 2 7 i I I * II Load Combination Design Description 1 I TL ASIF CD 1 1 33 Joint Deflections (Bv Combination) LC Joint Label X [ml 111 N1 211 N2 311 N3 411 N4 51! N5 6 ! 1 i N6 7 1 i N7 8 i 1 I N8 9 I 1 i N9 RISA-3D Version 5 Od ! 0 ! 222 i 0 224 0 223 149 : i 213 i I 212 i 1 ! 1 i ! I Service Hot Rolled Cold Formed NDS Wood Concrete I Yes ! Yes I Yes ' Yes Y [in] Z [in] X Rotatior 000 -018 0 0 0 i 0 0 -037 i 0 0 000 -019 0 I 0 -004 0 I 0 -018 0 i 0 -036 0 i 0 [rad] Y Rotation [rad] Z Rotation [rad r 6 1 -6666e-3 i 0 1 -3081e-3 i 0 i -8251e-3 I 0 i -3856e-3 0 ! -7264e-3 0 -3616e-3 0 -2 953e-3 0 -3017e-3 0 -3 793e-3 [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-SHORT R3D] Page 44 1 I • 1 J 1 ii _ 1 1 I I I I I I I I I I I I I I I I I I I Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - SHORT Feb 8, 2006 306PM Checked By Joint Deflections (By Combination) (Continued) 101J__ 12 13 14 LC Joint Label X Fml Y Fml Z [ml X Rotation Fradl Y Rotation Frad] 1 :• N10 1 i N11 1 1 N12 N13 1 N14 15 ! 1 16 17 18 19 1 1 1 N15 N16 N17 N18 212 163 178 174 14 146 162 -019 i 0 -009 0 0 i 0 -012 0 -017 . 0 - 004 ' 0 -016 0 -008 0 161 i -008 179 i -015 1 N19 175 I -023 20 1 ' N20 164 ' -011 21 ! 1 N21 '' 172 • -032 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o 0 Z Rotation [rad] -3 553e-3 -2 632e-4 -1 098e-4 -1 524e-3 -3 124e-3 -8 675e-5 8 256e-5 -2 337e-3 -1 751e-3 -7 239e-4 -9891e-5 ,_J 515e-3 Joint Reactions (By Combination) LC Joint Label X Fk1 Y Fkl Z Fkl MX Fk-ftl MY Fk-ftl 1 2 3 4 1 i N1 j -041 1 i N3 i -068 1 1 5 1 N5 j - 049 Totals j - 157 1 901 ' 0 393 S 0 2157 i 0 7 989 I 0 COG (ft) ! X 6 Y 9 702 ! Z 0 LOCKED I LOCKED 0 0 0 0 MZ [k-ft] 0 0 0 ! i Member Section Deflections 1 2 3 4 i 5 I 6 i 7 I 8 I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 LC 1 1 1 1 1 1 1 I Member Label M1 M2 M3 M4 M5 M6 M7 Sec x [in] 1 ! 0 2 i - 004 3 -009 4 -013 5 -018 1 0 2 -009 3 ' -018 4 I - 027 5 -037 1 0 2 -005 3 -01 4 -015 5 -019 1 I 143 2 I 142 3 142 4 141 5 141 1 148 2 ' 148 3 149 4 149 5 149 1 ; 213 2 , 212 3 I 212 4 212 5 212 1 • 212 vfinl 0 -15 -162 -166 -222 0 -166 -151 -17 -224 0 -158 -167 -171 -223 036 012 004 018 048 -064 -092 -103 -093 -065 -018 -045 -058 -054 -036 -036 z [in] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad] 0 0 0o 0 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (n) L/y Ratio NC 1236473 2302 586 NC NC NC 1059533 2966 671 NC NC NC ... 1146379 2127635 NC NC NC 3151 16 2372 224 4212667 6252 805 NC 2798 569 199398 2798 569 NC NC 3192118 2274 384 3192 118 NC NC InLL/z Ratio NC ~~| NC NC NC NC NC NC NC I NC I NC ! NC NC NC NC NC NC NC NC NC NC NC i NC NC NC NC NCr NC NC NC NC NC RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-SHORT R3D]Page 45 Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - SHORT Feb 8, 2006 306PM Checked By I I I I I I I I I I I I I I I I I Member Section Deflections (Continued) 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 LC 1 1 1 1 1 1 Member Label M8 M9 M10 M11 M12 M13 Sec 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 0 4 5 1 2 3 4 5 1 2 3 4 5 x[m] 212 212 212 212 172 172 172 171 171 156 156 157 157 157 13 13 131 131 131 154 154 154 154 153 173 173 172 172 172 15 15 15 15 15 y [in] -054 -059 -046 -019 031 008 002 018 051 -083 -109 -118 -106 -077 -053 -084 -098 -091 -067 049 022 011 022 049 048 019 006 015 04 -068 -101 -118 -112 -09 z[m] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad] 0 0 0 0 0 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o (n) L/y Ratio 3192118 2274 384 3192118 1 NC NC 341941 2689 945 6146528 3853 426 NC 2798 569 199398 2798 569 NC NC 2798 569 199398 2798 569 NC NC 2817959 2000519 2805 003 NC 9173264 3628 893 2237 12 3029 639 NC NC 2798 569 199398 2798 569 j_ NC (n) L/z Ratio NC NC I NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC ; NC NC Member ASP Steel Code Checks 2mo 3 4 5 6 7 8 9 10 . 11 ^2 LC Member Shape 1 | M1 ;1625"OD DC Max 301 1 i M2 !1625"OD 626 1 1 1 M3 M4 M5 1 625" OD 345 T'ODxO V'ODxO 1 ! M6 i1"ODxO 1 M7 |1"ODxO 1 1 M8 M9 184 LQCW 2133 She_ajiU_C f 009 21331 018 Loc[ft] Dir Fd[ksi] Ft[ksi] 9547: 123012 399 Eby[ksjl 4389 2 133 123012 399 !43 89 21331 011 121331 123012 39 9 I43 89 32711 001 I6408 035 !3 204 047 i 3 027 rooxO 175 1"ODxO ' 035 1 M10 ;T'ODxO 031 U1 M11 1"ODxO 1 113 H M12 M13 rooxo rooxo 3 001 001 001 32711 001 i 3 63 39 9 0 ! 363 399 0 4141 399 0 ! 4141 399 4389 4389 4389 43 89 Fbz[ksi] Cb Cmv Cmz 4389 4389 4389 4389 1 1 1 1 6 6 6 6 4389 1 : 6 43 89 i 1 6 6 _E_q.n H1-11 6 'H1-1i 6 iH1-1i 1 ;H1-1| 1 1 4389! 1 i 6 I 1 6408I ! 363 399 I4389I4389I 1 i 6 3 204! 001 16 408 3204 097 !3 271 001 001 092 132711 001 025 !3 204 001 6408 0 6408 363 399 I4389 I 3 63 I 39 9 I 3 63 i 39 9 i 3 63 i 39 9 0 i I 3 63 ! 39 9 4389 4389 4389 4389 1 I 6 4389 4389 4389 4389 4389 1 6 1 1 1 1 ! 6 i 1 1 6 ! 1 1 i 6 i 1 H2-1 | H1-3 H1-3 H1-11 H2-1I H2-1i H1-3i H1-3I H2-1! RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-SHORT R3D]Page 46 COen CD co -ifiooa> CDO3 CO ra CO CM CO a> Ra:o O o enO CM ID O i- 0,2 o: LU Q. Q. 0) h- o oZ Q<O 08 orUJCD ^LU 111Q O Oa:COo § 47. Company Joe P Hill, P E Designer KRC Job Number 06031 Global Display Sections for Member Calcs ! Max Internal Sections for Member Calcs I Include Shear Deformation Include Warping Area Load Mesh (inA2) [Merge Tolerance (in) P-Delta Analysis Tolerance i Vertical Axis PLATFORM - LONG 5 97 Yes Yes 144 12 0 50% Y Hot Rolled Steel Code Cold Formed Steel Code Feb 8, 2006 307PM Checked By _ - 1 — I 1 1 JAISC ASD9th ! i NDS Wood Code [NDS Temperature i Concrete Code Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) i Concrete Stress Block Use Cracked Sections [Bad Framing Warnings Unused Force Warnings AISI 99 ASD NDS 91 ASD < 100F AC I 1999 4 4 PCA Load Contour 65 Rectangular Yes No Yes Hot Rolled Steel Properties Label 1 A36 2 A572Grade50 3 A992 4 A500 42 5 A500 46 i E [ksi] 29000 29000 29000 29000 29000 1 1 1 1 •G[ksi] Nu Therm (\1E5R Densitv[k/ftA31 Yieldlksil 1 11154 i 3 11154 I 3 11154 I 3 11154 i 3 11154 , 3 I 65 49 : 65 49 i 65 49 65 49 65 i 49 i Hot Rolled Steel Section Sets Label Shape Des 1 COL |1625"OD I 2 IFRAMEHORIZ|1625"OD x 0 09" ! P gn List Type Material ipe I Column lA572Grad x009" Pipe 1 Column A572Grad 3 FRAMEDIAG !1" 00x0073" WA Pipe ! Column 'A572Grad 4 I HORIZ i1"ODx0073"WA ! Pipe ! Column A572Grad Joint Coordinates and Temperatures Label 1 N1 2 N2 3 N3 4 N4 5 N5 6 i N6 7 N7 8 N8 9 N9 10 N10 11 N11 12 i N12 _13J N13__ X[ft] 24 24 24 18 24 24 18 18 18 12 12 12 12 Yfft] 0 95 i 925 45 1 75 45 1 75 0 95 1 75 45 0 95 i Desian Rul A [in2] Ivv [in4] Izz [m4] I Typical 434 ! 128 128 ! Typical 434 ! 128 128 Typical 213 I 023 023 Typical 213 023 023 Z [ft] Temp F] Detach F 0 0o ; o 0 0 0 0 0 0 ! 36 50 H 50 i • 42 • 46 1 J[m4] .. m 257 _ I 257 • 046 046 • 1 Iom_Diap I 0 0 I 0 0 0 0 0 0 0 0 0 0 i 0 0 i 0 0 i RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D] Page 48 • I I I I I I I I I I I I I I I I I I I Company Joe P Hill, P E Feb 8, Designer KRC 3 07 P Job Number 06031 PLATFORM - LONG Check 2006 M ed By Joint Coordinates and Temperatures (Continued) Label X Fftl 14 N14 15 16 17 18 19 20 21 22 N15 N16 N17 N18 N19 N20 N21 N22 23 N23 24 i N24 25 26 27 28 29 30 31 32 33 34 35 N25 12 12 18 24 18 24 0 6 0 6 6 0 N26 I 0 N27 i 6 N28 I 6 N29 I 0 N30 N31 N32 N33 N34 L N35 0 0 6 6 12 18 Y [ft] Z [ft] Temp [F] Detach From Diap 575 : 0 ! 0 ' 85 ' 0 0 ' 575 0 ! 0 575 85 85 925 925 85 0 0 0 ! 0 0 0 0 0 575 ! 0 85 575 45 175 45 1 75 0 95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 '• 0 0 0o •• o 0 95 0 925 ! 0 925 I 0 0 0 0 0 ! Joint Boundary Conditions I 1 i 2 ! 3 ! 4 I 5 Joint Label X [k/ml N1 N8 N12 N30 N32 Reaction Reaction Reaction Reaction Reaction Y .[k/in] Z [k/in] _X_Rot.[krft/radJ .._ Reaction ; Reaction I Reaction Reaction Reaction Reaction Reaction i Reaction : Reaction Reaction ' Y Rot [k-ft/rad] Z Rot [k-ft/rad] ! Iii I!i Member Primary Data Label I Joint 1 M1 2 3 N1 M3 N4 M5 4 i M4 5 M6 6 7 8 M7 M12 N6 L N7 N8 N11 N12 M13 ; N15 9 M17 10 ! M18 N16 N18 11 ! M16 N19 12 13 M19 M10 14 : M20 15 R6~ 17 N20 N21 N22 M14 ' N23 M15 I N24 M22 I N24 18 M21 M9 ! M23 20 21 M8 M9 N25 N26 N27 N28 J Joint K Joint Rotate(dea) N2 N6 N7 N5 N9 i N27 , N13 , N23 N17 N19 N16 ' N21 N34 N24 N14 N15 .SectLQn/Shape. COL Design List Type Pioe ;Column Material Desian Rules A572Grad | TvDical I FRAME HORIZ | Pipe Column jA572Grad FRAME DIAG Pioe JColumn FRAME HORIZ | Pipe COL FRAME DIAG COL FRAME DIAG FRAME HORIZ FRAME HORIZ FRAME DIAG Pipe Pipe Pipe Pipe Pipe Column Column Column Column A572Grad A572Grad Typical Typical Tvoical A572Grad | Typical A572Grad Typical A572Grad TvDical Column A572Grad Column Pipe Column A572Grad A572Grad Pipe IColumn A572Grad HORIZ Pioe HORIZ Pipe FRAME HORIZ Pipe FRAME HORIZ Pipe ! FRAME HORIZ PiDe N25 : ' FRAME DIAG Ripe N23 ! : FRAME HORIZ: Ripe N28 N10 I j FRAME HORIZ, Pipe ! FRAME HORIZ; Pipe Column lA572Grad Column Column Column Column. Column Column Column Column N11 I i FRAME HORIZ Pipe iColumn A572Grad A572Grad A572Grad A572Grad Typical Typjcal_j Typical L Typical Typical Typical Typical Typical TvDical A572Grad i Typical A572Grad j Typical A572Grad | TVDICal A572Grad | Typical A572Grad j TVDICal RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 49 Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - LONG Feb 8, 20CJ6 307PM Checked By I I I I I I I I I I I I I I I I I I I Member Primary Data (Continued) Label I Joint J Joint K Joint 22 I M25 i N28 N29 23 ! M24 i N29 24 25 M26 i N30 M11 I N32 N27 N31 N33 26 i M28 I N34 ! N35 27 Rotate(deg) Section/Shape TFRAME DIAG Desiqn List Tvoe Material Desian Rules Pioe jFRAMEHORIZl Pipe I i M2 i N35 i N3 I COL I Pioe COL HORIZ HORIZ Pipe Pipe Column Column Column A572Grad TvDICal i A572Grad A572Grad Column |A572Grad Column A572Grad Typical : _Typjca_l Typical i Tvoical ; Pipe |Column!A572Grad i Typical I Member Advanced Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Label M1 M3 M5 M4 M6 M7 M12 M13 M17 M18 M16 M19 M10 M20 M14 M15 M22 M21 M23 M8 M9 M25 M24 M26 M11 M28 M2 I Release BenPIN BenPIN BenPIN BenPIN J Release BenPIN BenPIN BenPIN BenPIN I Offset[m]J Offset[in]T/C Only Physical Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes TOM I Inactive Hot Rolled Steel Design Parameters Label Shape 1 23 4 5 6 7 8 9 10 M1 M3 COL FRAME H M5 (FRAME D M4 FRAME H M6 COL M7 iFRAME D M12 M13 M17 COL FRAME D FRAME H M18 FRAME H 11 M16 12 13 14 15 M19 M10 FRAME D HORIZ HORIZ M20 JFRAME H M14 FRAME H Lenath Lbvv[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot Kvv Kzz Cm-vv Cm-zz Cb y sway z swav 9 5 iSeament Seament I ^6 66 6 i i 95 Seqment Segment i 66 I 95 I Seament 66 6 6 I 66 6 6 Segment i i I I 6 I 6 I | i i \ I ! i i I i 1 i I i i I ^ I i I I I I RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 50 I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP KRC 06031 Hill, P E PLATFORM - LONG Feb 8, 2006 307PM Checked By. Hot Rolled Steel Design Parameters (Continued) Label Shape Length Lbvvfftl 16 1 M15 IFRAME H 17 19 20 21 22 23 24 25 26 27 M22 IFRAME D M21 iFRAME H L M23 M8 M9 _6 , 66 6 FRAME H : 6 FRAME H FRAME H M25 IFRAME D M24 :FRAME H M26 M11 M28 M2 6 6 66 6 COL 95 COL HORIZ HORIZ 95 6 6 _L_bzz[ft] Lcomp top[ft] t I I I i i i Segment. Seqment Segment Segment Lcomp bot J<yy-T_Kzz_ ! i | I I i I I ! I Crtvyy.Cm-zz Cb v swav i ! z_sway_, Joint Loads and Enforced Displacements (BLC 1: DL+LL+) Joint Label L.D.M 1 N2 L 2 N9 I L 3 N13 4 N31 5 i N33 L L L Direction Maanitude[k,k-ft in, rad I Y -1 98 I Y I Y I Y ! Y k*sA2/ft] -396 -396 -396 -1 98 Joint Loads and Enforced Displacements (BLC 2 : LATERAL) i 1 I o 3 ! 4 ! 5 Joint Label N2 N9 N13 N31 N33 L.D.M L L L L Directionx X X X X Maamtude[k,k-ft m.rad k*sA2/ft] 075 075 075 075 075 Basic Load Cases -CategoryCategory X Gravity Y Gravity Z Gravity Joint _ _Pojnt_ None. T i -1 ! i 5 2 ! LATERAL ! None I , i j 5 Distributed Area (Me Surface J Load Combinations Description So! PD SR BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor _!_._! IL iYesJ I Tl L3ZL 2 ! 7 I \ I L. \~ \ I T i i i J i Load Combination Design . . Descnption ASIF LLJ IL 1 333_ _CD Service Hot Rolled Cold Formed NDS_Wood_ Concrete ' L Yes [ Yes I Yes I Yes Joint Deflections (Bv Combination) LC Joint Label X finl Yfmln L_2 1 N1 1 N2 1311 N3 i 4 ! 5 1 N4 1 N5 6 I o 109 ! -019 103 083 078 -019 -017 -004 Z[m]TO ' 01 0 ! 0 1 0 X Rotation [rad] Y Rotation 1 6 , o 1 0 0 ! 0 i 0 ! 0 0 ._ 0 0 [rad] Z Rotation [rad] i -4 803e-3 1 ; -1 759e-3_| ! -1 695e-3 . I -2089e-4 ; ! -1 526e-3 ! RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 51 Company Joe P. Hill, P E Designer KRC Job Number 06031 PLATFORM - LONG Feb 8, 200fe 307PM Checked By I I I I I I I I I I I I I I I I I I I Joint Deflections (By Combination) (Continued) LC Joint Label X [ml Y fml Z Hnl X Rotation fradl Y Rotation fradl Z Rotation fradl 6 1 7 i 1 8 1 9 , 1 10 11 12 13 14 15 16 17 18 19 20 1 N6 083 -009 i 0 N7 i 079 N8 i 0 -006 0 N9 108 I -035 N10 ; 071 ! -007 1 ! N11 ' 077 1 N12 ; 0 1 1 1 1 1 1 1 N13 108 N14 085 N15 092 N16 i 091 N17 091 N18 N19 1 j N20 21 1 i N21 22 ! 1 23 ! 1 24 25 26 27 28 29 1 1 1 1 1 N22 N23 N24 N25 N26 N27 N28 "~1 i N29 092 091 103 103 -017 0 -036 -022 -032 0 0 0 0 0 0 0 0 I 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 000 0 0 ! 0 -021 0 i 0 -012 0 0 - 032 ! 0 -017 0 -034 0 -02 091 -031 086 091 087 077 071 077 072 -013 -018 -021 -016 -004 -01 -006 30 1 I N30 0 0 31 1 32 1 33 34 35 1 1 1 N31 ! 109 ! -035 N32 N33 N34 N35 0 ! 0 109 -02 103 103 -035 -035 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0 0 ' 0 0 0 ! 0 0 0 0 0 0 0 0 0 0 0 0 -1 217e-4 n -1 596e-3 -4 803e-3 -1 685e-3 -1 447e-3 ! -1 857e-4 -4 289e-3 -1 633e-3 -3661e-4 -7 38e-4 -2 983e-4 -2 606e-4 -7156e-4 -6 476e-4 -1 664e-3 -1 758e-3 -7 757e-4 -3 349e-4 -6 675e-4 -4157e-4 -3123e-4 i -1 115e-3 -2313e-4 -1 485e-3 -4 355e-3 -1 728e-3 -4 48e-3 -1 822e-3 -1 569e-3 -1 621e-3 Joint Reactions (By Combination) 1 2 3 4 5 6 7 LC 1 1 1 1 1 1 1 Joint Label N1 N8 N12 N30 N32 Totals COG (ft) Xfk] -055 -054 -048 -048 -057 -262 X 1 1 252 Y[k] 2192 3828 3965 372 2358 16062 Y 9442 Z[k] 0o 0 0 0 0 Z 0 .MX[k-ft] LOCKED 0 0 0 0 MY fk-ftl 0 0 0 0 0 MZ [k-ft] 0 0 0 0 0 Member Section Deflections LC Member Label Sec x fml v fml z fml•\..._._1 M1 | 3 ! 4 5 6 7 8 9 10 11 1 M3 i 1 I 0 I 0 ; 0 2 -005 3 I -01 - 086 ! 0 - 084 i 0 4 -015 i -089 ! 0 5 -019 i -109 i 0 1 083 2 083 3 i 083 4 ; 083 5 I 083 M5 I 1 -071 -017 i 0 -018 -016 -011 -009 -043 0 0 0 0 0 x_Ro_tate[rad]r o 0 0 0 0 0 0 0 0 0 0 (n)_L/y_Ratip_. F NC 1949677 3861 652 NC NC NC NC NC ~~l NC NC NC (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC NC RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 52 I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP Hill, KRC 06031 PE PLATFORM - LONG Feb 8, 2006 307PM Checked By Member Section Deflections (Continued) I II I i I I II ! 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 j 64 I 65 ! 66 67 68 | LC I 1 < 1 1 1 1 1 1 1 1 1 I 1 I I 1 Member Label M4 M6 M7 M12 M13 M17 M18 M16 M19 M10 | M20 Sec 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 I 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 , 4 5 I 1 2 3 xHn] -071 -07 -07 -069 079 079 079 078 078 0 -009 -018 -026 -035 -063 -063 -063 -063 -063 0 -009 -018 -027 -036 -071 -071 -071 -072 -072 091 091 091 091 091 092 092 092 092 091 -076 -075 -075 -074 -074 103 103 103 103 103 103 103 103 103 103 091 091 091 y [m] -052 -064 -061 -039 -006 -018 -008 005 -004 0 -086 -084 -09 -108 -048 -052 -058 -052 -033 0 -078 -078 -087 -108 -067 -062 -062 -056 -047 -021 -023 -019 -013 -012 -032 -036 -027 -017 -017 j -054 -053 -061 -062 -057 -034 -053 -059 -046 -02 -02 -046 -059 -054 -035 -031 -036 -028 z|m] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_ 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x Rotate[rad] 0 0 0 0 0 -I_. . Q .. H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (n) L/y Ratio 8146 769 3440 67 3658 844 NC NC 5747 939 NC 8011 235 NC NC 1926812 3777 395 NC NC NC 9695 028 4491 906 5238 753 NC NC 2254418 4735817 NC NC NC NC NC NC NC NC NC NC NC NC NC 9356 032 NC NC NC NC NC NC NC NC NC 3192118 2274 384 3192118 NC NC 3192118 2274 384 3192118 NC NC 8912397 NC _Jn) L/z Ratio NC NC NC NC NC NC I NC NC I NC NC NC NC NC NC NC NC NC NC NC I NC NC NC NC NC NC j NC i NC NC NC NC NC NC NC NC I NC I NC i NC NC NC i NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC J NC NC RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 53 Company Joe P Hill, P E Feb 8, 2006 ™ Designer KRC 3 07 PM Job Number 06031 PLATFORM - LONG Checked By • Member Section Deflections (Continued) _ I 69 70 71 LC Member Label Sec x fml v finl z Fml x Rotatefradl (n) L/v Ratio (rrt L/z Ratio 1 ! M14 72 ! 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 1 M15 I i 1 1 1 4 091 5 091 1 i 086 2 085 3 4 5 085 085 -018 ~ -018 -013 -018 0 0 0 0 -019 0 -019 0 085 i -022 0 1 091 -018 0 2 3 4 M22 M21 5 1 091 - 026 0 092 - 027 0 092 092 -075 - 026 ! 0 0 NC ! NC 0 NC ! NC 0 NC NC 0 NC NC 0 NC NC 0 NC i NC 0 NC NC 0 i NC NC 0 i NC NC 0 ! NC i NC 0 NC NC -032 0 i 0 NC NC -055 2 - 074 - 054 3 -073 -061 4 5 1 2 I 3 M23 I 1 97 I98 M8 99 4 5 1 - 072 ! - 062 -07 087 087 086 -055 -021 0 ! 0 0 ! 0 0 0 0 ! 0 0 0 -024 0 -02 0 086 I -013 086 077 2 077 3 4 5 077 077 077 -013 -016 -019 -016 -011 -01 1 i 071 -004 2 3 4 071 ! -012 071 071 100 I ! 5 071 101 102 M9 103 i ..104. 105^ 106 107 108 109 110 111 112 1 2 3 I 4 1 M25 1 113 114 115 116 1 51 1 2 34 ! 5 M24 077 077 -005 003 0 0 0 0 0 0 0 0 0 0 NC NC NC NC NC NC NC NC NC NC NC 0 0 NC 0 0 NC 0 0 0 0 0 0 -007 0 -01 -014 077 I -016 077 077 -066 -065 -064 -063 -063 -016 0 0 0 0 -017 I 0 -041 0 -048 0 -059 i 0 - 057 I 0 -036 0 0 i NC 0 ! NC 0 0 0 0 0 0 0 0 NC 8885 634 NC 9870 968 NC NC NC NC 0 I NC 0 0 0 0 0 0 1 072 -006 0:0 2 3 4 072 -018 0 071 -011 !. 0 071 I 5 071 0 -004 M26 ! 1 O'O 0 0 0 0 0 0 0 0 NC NC 9644 494 3801 336 3983 924 NC NC 5646 066 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC ! NC NC 117 ! ! 2 ! -008 ! -079 ' 0 0 2211667 1 1 O 119 [1201 121 122 LJI23 124 1 I 3I 4 5 M11 1 2 I |3 4 -017 -079 0 0 ! 4658456 -026 -088 I 0 I 0 -035 i -109 ! 0 I 0 0 0 0 ! 0 - 005 - 076 -011 -078 -016 125 i I 5 -02 0 0 0 i 0 NC ... NC NC NC NC NC NC NC NC 231591 NC 4814997 -087 0 I 0 i NC -109 0 0 i NC NC NC NC 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D] Page 54 • I I I I I I I I I I I I I I I I I I I Company Joe P Hill, P E Designer KRC Job Number 06031 PLATFORM - LONG Feb 8,2006 307PM Checked By. Member Section Deflections (Continued) 126 127 128 129 130 131 132 133 134 135 LC 1 1 Member Label M28 M2 Sec x [in] 1 ! 103 2 I 103 3 | 103 4 i 103 5 i 103 1 103 2 103 3 103 4 103 5 i 103 y [in] -035 -057 -066 -057 -035 -035 -053 -058 -045 -019 z fin] 0 0 0 0 0 0 0 0 0 0 x Rotate[rad] 0 0 0 0 0 0 0 0 0 0 (n) L/y Ratio NC 3192118 2274 384 3192118 NC NC 3192118 2274 384 3192118 NC (n) L/z Ratio NC NC NC NC NC NC NC NC NC NC Member ASP Steel Code Checks JLC_ 3 1 4 5 Member I Mi M3 M5 1 M4 1 M6 6 1 7 1 8 9 10 11 12 13 14 I 15 16 M7nr 19 20 21 22 M7 M12 1 M13 1 M17 1 M18 1 1 1 1 M16 M19 M10 M20 1 M14 1 1 1 1 M15 M22 M21 M23 Shape 1 625" OD 1 625" OD 1"ODxO 1 625" OD 1 625" OD V'ODxO 1 625" OD r'ODxO 1 625" OD 1 625" OD V'ODxO r'ODxO roDxO 1 625" OD 1 625" OD 1 625" OD 1"ODxO 1 625" OD 1 625" OD 1 M8 11 625" OD 1 1 r'23 1 24 l_25_ 26 27 1 M9 M25 M24 M26 1 625" OD 1"ODxO 1 625" OD 1 625" OD 1 I M11 h 625" OD 1 1 M28 M2 1"ODxO 1"ODxO UCMax Locfftl Shear UC Locfftl Dir , 287.._1 033 1 682 6 050 1 0 011 001 001 851 6 0 085 6 i 003 6 378 11 682 024 0 368 11 682 226 038 054 048 009 001 _Fa[ksi]_R[ksj]_Fby[k_s!] 34 689 ! 39 99 ! 43 989 1 11 348 3999 43989 I 343 3999*43989 0 0 11 348 34689 3999 !43989 3999 343 I 39 99 009 !9 302 ! 34 689 | 39 99 0 001 6 6 0 001 6 002 6 t 0 001 026 3 001 020 3 054 I 6 028 6 343 3999 1 1 348 39 99 11 348 0 343 I o 001 I 0 002 001 042 , 6 002 072 079 0 i 001 6 ! 001 6 i 415 6 i 6 415 11 348 43989 43989 43989 43989 43 989 ~ Cb 1 75 43 989 |2 04 43 989 2 254 43989 43989 43989 43989 43989 43 989 1 43 989 3999 J43989J43989 39 99 1 43 989 39 99 |43 989 39 99 Us 989 39 99 1 43 989 11 348 3999 1 43 989 11 348 0 j i 3 43 3999 3999 6 I i 11 348 | 39 99 036 6 I 001 ! 6 071 016 6 ! 003 6 I 001 1 11 348! 39 99 6 6 056 i 0 ! 001 ! 0 083 6 003 43989 43989 43989 43989 43989 43 989 1 43 989 43989 43989 43989 43989 43 989 | 43 989 11 348 ! 39 99 I43 989 1 43 989 11 348 I 343 6 355 11 682I 009 19 302 301 024 16821 011 3 029 i 3 851 001 0 001 0 39 99 i43 989 3999 1 1 348 | 39 99 34689 3999 43989 43989 43989 34689 3999 I43989 4 15 i 415 3999 43989 39 99 |43 989 43989 43989 43989 43989 43989 43989 43989 23 1 75 1 817 1 75 1 389 Cmy Cmz 6 6 6 6 6 6 6 6 225! 6 23 1 652 1 1 .23^1884 23 1694 23 2199 23 6 6 6 6 6 6 6 85 Eqn H1-2i H1-1I 85IH2-1 85IH1-1 6 85 6 85 H1-2 H2-1 H1-2 H1-1 85IH1-1 85JH1-1 85JH2-1 1 1 85 85 85 n"6 85 6 i 85 6 85 6 15661 6 2184 23 1 75 1 75 1 1 6 85 85 85 6 i 85 6 6 6 6 6 6 1 1 H1-3 H2-1 H1-1 H1-1 H2-1 H2-1 H1-1 H1-1 H1-1 H2-1 H2-1 H1-1 H1-2 H1-2 H1-3 H1-3 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\PLATFORM-LONG R3D]Page 55 I I RISA MODEL OF BRIDGE FRAME DL = 10PSF LL = 100PSF BAY WIDTH 95 FT BAY LENGTH 30 FT SHORT DIRECTION PDL+LL= 31350 LBS USE MAX SEISMIC LOADING = 75 LBS PER POST ASD SEISMIC LOADING = SEISMIC * 0 7 = 53 LBS PER POST MEMBER PROPERTIES COLUMNS => 1 625" OD x 0 09" WALL ROUND TUBE FRAME HORIZONTALS => 1 625" OD X 0 09" WALL ROUND TUBE FRAME DIAGONALS => 1 0" OD x 0 073" WALL ROUND TUBE HORIZONTALS => 1 0" OD x 0 073" WALL ROUND TUBE CROSS BRACES => 1 0" OD x 0 073" WALL ROUND TUBE Fu = 50 KSI STEEL 1 I I I I I I I I I I I JOB DATE BY CHD JPH JOE P. CONSULTING STRUCTURAL ENGINEERING OF CMmo CM CO 91AI ro CMino 00o CO 75 CD 00 .Q0) {£.o CO HICDQ o: CD •8 = IT ID D. 0) Q LU Qa:ca CDZ D § 08 ULHICD 2 LU o Q O OUL CO 57. Company Joe P Hill, P E Designer KRC Job Number 06031 Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Include Warping Area Load Mesh (mA2) Merge Tolerance (in) P-Delta Analysis Tolerance Vertical Axis BRIDGE -SHORT 5 I 97 | Yes | Yes 144 12 0 50% Y Hot Rolled Steel Code Cold Formed Steel Code NDS Wood Code NDS Temperature Concrete Code Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings Hot Rolled Steel Properties Label E [ksi] 1 A36 29000 2 A572Grade50 29000 3 A992 29000 4 A500 42 29000 5 A500 46 29000 AISC ASD9th AISI 99 ASD NDS 91 ASD <100F ACI 1999 4 4 PCA Load Contour j 65 Rectangular Yes No Yes Feb 8, 2006 308PM Checked By • 1 1 1 1 1 1 •G[ksi] Nu Therm (\1 E5 F) Densitvfk/ftA31 Yieldfksil B I 11154 3 65 ! 11154 3 ' 65 1 11154 3 65 ! 11154 3 65 I 11154 3 65 Hot Rolled Steel Section Sets 1 49 36 1 l 49 50 . 49 50 i • 49 42 i • 49 46 1 1 Label Shaoe Design List Tvpe Material Desian Rul A [in21 Ivv [in41 Izz fm41 J fm41 wm 1 COL |1 625" OD x o 09" Pipe Column |A572Grad Typical 4 2 i FRAME HORIZ 1625-00x009" Pipe i Beam |A572Grad ; Typical 4 3 FRAME DIAG h"ODx0073" WA Pipe VBrace |A572Grad Typical 2 4 HORIZ ji"ODx0073"WA Pipe Beam ,A572Grad Typical I 2 Joint Coordinates and Temperatures Label X [ft] 1 I N1 0 2 ! N2 6 3 N3 0 4 I N4 6 5 N5 6 6 N6 0 7 I N7 I 0 8 N8 0 9 N9 6 10 N10 6 Y [ft] Z [ft] ! 525 I 0 525 0 45 I 0 1 75 0 45 i 0 1 75 0 0 0 55 0 0 I 0 55 0 34 128 I 128 i 257 • 34 128 ! 128 ! 257 • 13 023 I 023 ! 046 13 i 023 I 023 I 046 • 1 Temp [F] Detach From Diap I 0 1 • 0 1 0 i •o ! Io • 0 1 0 1 • 0 i • 0 0 ! 1 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\BRIDGE-SHORT R3D] Page 58 • * Company Joe P. Hill, P E Designer KRC IJob Number 06031 BRIDGE - SHORT Feb 8, 2006 308PM Checked By 1 Joint Boundary Conditions Joint Label X fk/m] Y Fk/ml Z Fk/inl X Rot fk-ft/radl i 1 I N7Inr i N9 Reaction Reaction Reaction ' Reaction Reaction Reaction : Y Rot [k-ft/rad] Z Rot [k-ft/rad] I _ Member Primary Data 1 Label ™ 1 M1 2 M213 M3 4 i M4 5 1 M5_ 6 : MS 1 Joint J Joint K Joint Rotate(deq) Section/Shape Design List N9 N10 ! I COL Pipe N1 N2 i FRAME HORIZ Pipe N3 N5 i FRAME HORIZ i Pipe N6 N4 ! i FRAME HORIZi Pipe N5 N6 j FRAME DIAG Pipe N7 N8 I i COL Pioe 1 Member Advanced Data • Label 1 M1 2 M2 _ 3 M3 • 4 M4 • I 5 M5 6 M6 I Release J Release I Offset[m] J Offsetfm] T/C Only i ! I • BenPIN BenPIN ! ! i I i Type Material Design Rules Column iA572Grad Typical i Beam iA572Grad Typical Beam iA572Grad Typical Beam iA572Grad Typical VBrace A572Grad Tvpical Column A572Grad Typical I Physical TOM Inactive Yes I Yes ! Yes ' Yes ; Yes I Yes I I • Hot Rolled Steel Design Parameters Label Shape Lenath Lbvvfftl Lbzztftl Lcomo toofftl Lcomc bot Kvv Kzz • 1 ' M1 C • 2 ! M2 |FRA 3 M3 JFRA j 4 M4 FRA • |_5 M5 'FRA • He ! M6 i C :OL I 55 | • II MEH I 6 ! i MEH | 6 I i MEH ! 6 ! I i ME D i 6 6 i i i XDL I 55 ; i i j •Joint Loads and Enforced Displacements (BLC 1 • DL+LL) Cm-yy Cm-zz Cb y swav z sway 1 1 i i j1 1 1 Joint Label L.D.M Direction Maanitudefk.k-ft m.rad k*sA2/ftl _ i 1 N8 i L I Y • 2 N10 i L I Y I -3 14 ' -314 I •Joint Loads and Enforced Displacements (BLC 2 : LATERAL) • Joint Label L.D.M Direction Maanitudefk.k-ft m.rad k*sA2/ftl ! 1 N8 L I X I 2 N10 ! L I X 075 075 • Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me Surface (I i 1 DL+LL i None I I -1 i i 2 I I 2 I LATERAL I None j I ! '• 2 I 1 • RISA-3D Version I I I ! I 5 Od [C \Projects\06031 Accenture Bleachers 2006\BRIDGE-SHORT R3D] Page 59 Company Joe P Hill, P E Designer KRC Job Number 06031 BRIDGE - SHORT Feb 8, 2006 308PM Checked By I I Load Combinations Description Sol PD SR 1 TL .Yes; I BLC Factor BLC TTTi i 2 3 Factor BLC Factor BLC Factor B i 7 1 ! L uC Factor BLC Factor BLC Factoi ~" i ' T ! !r BLC Factor j | Load Combination Desicin Description ASIF 1 TL I 1 33 CD Service Hot Rolled i Yes Cold Formed Yes NDS Wood Yes ~^ Concrete Yes i Joint Deflections (By Combination) LC Joint Label 1 2 O 4 5 6 7 8 9 10 1 N1 1 1 N2NS ; 1 N4 1 1 1 1 1 N5 N6 N7 N8 N9 ! 1 N10 i X[in] 092 092 082 075 082 075 0 : 097 0 097 Y[m] -016 -016 -013 -005 -014 -005 0 -016 0 -017 i Joint Reactions (Bv Combination) LC Joint Label 1 2 3 4 5 1 N7 ! 1 1 1 1 N9 I N1 Totals COG (ft) Member Section Deflections XFkl -052 -053 NC -105 X 3 Y[k] I 3 068 I 326 ! NC i 6328 Z [in] Xo ! 0 ! 0 I 0 0 0 0 0 0 0 Z[k] I 0 i 0 i NC I 0 i Y 5484 I Z 0 Rotation [rad] Y Rotation [rad]'o 1 o T 0 0 0 0 0 0 0 0 0 1 MX [k-ft] 0 0 LOCKED 0 0 0 0 0 0 0 0 0 MY [k-ft] 0 0 NC LC Member Label Sec x fml v Finl 1 2 3 4 M1 1 i 0 : 2 - 004 4 5 I 6 I 1 r i t M2 i 1 J -009 \ -013 > -017 092 ,7 I I 2 092 8 9 10 11 12 13 14 j /• i i 1 i M3 15 J 092 \ 092 > 092 082 2 082 3 082 L ( 16 ! 1 M4r~i?H 18 19 20 21 \ 082 5 082 075 I 2 075 ( t i 1 M5 5 075 \ 075 5 075 - 069 I 0 ! -065 -082 -081 ! -097 -016 -024 -027 -024 -016 -013 -019 -016 -012 ! -014 -005 -017 I -008 I 003 ! -005! -047 zhnl ! o 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 I 0 0 0 0 0 x Rotate[rad] 0 0 0 0 0 0 i 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\BRIDGE-SHORT _£nj L/y Ratio NC 1 160824 1955158 8677116 NC NC 8728 542 6219086 8728 542 NC NC NC NC NC NC NC . 6148843 NC 8900 709 i NC NC R3D] Z Rotation [rad] -1 463e-3 -1 553e-3 -5 845e-4 -1 438e-3 -5 266e-4 -1 514e-3 -4 587e-3 -1 527e-3 -4 589e-3 -1 617e-3 MZ [k-ft] 0 0 NC (n) L/z Ratio NC I NC I NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 60 • I I I I I I I I I I I I I I I I I I I Company Designer Job Number JoeP KRC 06031 Hill, P E BRIDGE - SHORT Feb 8, 2006 308PM Checked By Member Section Deflections (Continued) 22 23 24 25 26 27 28 29 30 LC 1 Member Label M6 Sec 2 3 4 5 1 2 3 4 5 x[m] -068 -067 -067 -066 0 -004 -008 -012 -016 vfin] -05 -06 -057 -036 0 -066 -083 -081 -097 zlm] 0 0 0 0 0 0 0 0 0 x Rotatefrad] 0 0 0 0 0 0 0 0 0 (n) L/y Ratio NC 4352 185 4252 622 NC NC 1597647 1910392 8164685 NC (n) L/z Ratio NC NC NC I NC NC NC ,_ NC NC NC Member ASP Steel Code Checks LC Member Shape'""i 1 2 i1 3 1 4 5 6 1 M1 M2 1 625" OD 1 625" OD M3 |1 625" OD M4 11 625" OD UC Max 013 043 080 1 i M5 i1"ODxO | 054 1 | M6 1625"OD J 719 Loc[ft] Shear UC Loc[ft] Dir 1 719! 010 141526' 3 6 6 001 I 0 ! 002 003 0 1 001 1 719! 009 6 ! 6 ' 0 I 5271! _Fa[k_s!]_FJ[ksi] Fby[ksj] Fbz[ksi] 13 475 ! 39914389 4389 113231 399 14389 11 323 ! 399 !4389 11 323 ! 399 '4389 3422! 399 '43 89 13475^ 399 '4389 4389 4389 Cb 1 1 23 Cmy Cmz Eqn 6 6 jH1-1 6 1 IH1-3 6 85IH1-1 4389 23 6 85JH1-1 43 89 2 184! 6 4389! 1 6 85;H2-1 6 'H1-1 RISA-3D Version 5 Od [C \Projects\06031 Accenture Bleachers 2006\BRIDGE-SHORT R3D]Page 61 I Capacity of Scaffold Jo/nt e cw/m i 1 I V /*r-i i Moment of Resistance of Joint ' / M 'T / / — . i MV - V * e y SrJ ' Working Moment: My = 1 ±3525kNcm _ MyV 1 (=3,208 Ibs in) | ^""•^-w—- HIU_ Y/S//SSS/?/ \ k^^^X"^1^-^'!' 1 MUriildl L^UciU mi <J_ ' . ..J.v— T^N — r*^*">!-!L 1 i • t r • i ill^OO/ ' ' Working Load N • \ 1 1 o^nj | = -12 50 kN (- 2,8 1 Gibs; • 1 1 ' Vertical Load on Rosette • Vzn! I^Vz ~ •I ) (I j( i i per wedge connection • ' nr 1 * ^.T,™ Rrpakinn Losd" — ^pp-3 «i max vz = - 47 0 kN f- 1 0,566 Ibs) I * f*" Working Load: Vz = •*- 11 .75 kN (- 2.691 Ibs ) • ! I allowable load on rosette • | Breakina Load: ZVz = ± 1980 kN fr 44,510 Ibs ) | _.;^L_ V^orking Load: IV z = ~ 49.5 kN/// /V/'/v Rated For Scaffold USB •HHHHPmi nnnt".np-iVIoniilRr Scfiffnln LDJPfe^A.ji Component Allowable Loads J(=11,128lbs) 1 J Technical Manual Section B • __^_~y~ 62 Capacity of Scaffold Joint Horizontal Load on Rosette per wedge connection Breaking Load max Vy = ± 18.8 kN f± 4,226 ibs ) Working Load: Vy = = 4_7_kN.(± 1,057 !bs ) Diagonal Load (tensible force) Breaking Load max Nv = -f- 40 2 kN f- 9,037 Ibs ) Working Load Nv = •*• 101 kN (T 2,270 IDS ) T'ne maxima! forces of pressure are listed in Table 1 Table 1. Diagonal Load (forces of pressure) Height (m) 2 CO 200 200 200 200 2 00 Length (m) 0 74 (2 ^6 ft ) 1 06 (3 48 ft 1 1 50(4 S ft.) 2 00 (S 5 ft ) 2 50 (8 2 ft.) 3 00 (9 84 ft ) max Nv (kN) -9.3 (2195 Ibs) -7, 8 (1747 Ibs) -6, 0(1 344 Ibs) -4,8 (1075 Ibs) - 4,0 (896 Ibs ) - 3 3 (733 Ibs ) Rated For Scaffold Use Technical Manual Section B Pace 2 of 10 Contur Modular Scaffold Component Allowable Loads 63 23 mr- O\ 2', -. SCD Fr-.-io 3 a = = >-> G 1 1 •* •'1£S7^ f , 4 p £- jjjj- A-B Tribunes | Bcslsan 2uid 13 • NL-5631 BL £<^Si I I STRESS ANALYSIS | Beam 17 — 20 plate 65 / S grade 43 I Myy = 034 kNm , ™ Mzz = 0 kNm . '• _ N -0 kN 1 sigma «= 340000/ 2^20 =1206 N/mm2 <250N/rnTrr Beam 1-16- RHS 25/25/3 | \fiyy = Q l<XrrA | N = 1 6 kN sigma = 340000/ 1740 - 1600/26- -= 201 kN / renl <^250M/rr..Ti Beam 24 -26 . L ^0/40/4 crrade 43 Mzz = 0 Kom N = 0 kNm sigma - 360000/ 1 560 = 230 kN/mm2 <250N/rr.rn:i Bean 21 -23 • Rl IS 25/25/2 grade 43 My> =0.1 IkNm stgrr.a = 1 1 0000/1 1 SO = 93 2 kN"/ mm2 <250K/n:m2 2° mr- - D 1 21 SC P-no 1 1 •* ->• 3 S 7 2 A-B Tribunes Bcslaan 2u:d 13 NL-5631 BL Bes: I I I I I I I I I I I I I I I I I SUPPORT FRAME Loads- dbc J : Dead load In Z direction x 1.05 Loadcase 2 People are Siting Reactions m '/. j.nd Y directions of seatfrarne \r\ loadcombir.ation 1 in r.cde 9 Z = 0 51 kN" \ = 1 21 kN in node 12 Z =• 0 SI kN Y = 1.21 kN in, node 10 and 11 Z »- 1.01 kNr ir. node 1 :ind 4 Y = 0 S3 in node 2 and 3 Y = 0.3S Loaccass 3. People are .siardirg live lc?d 5 kNVr-r dead load 0 I kX/rrr widvh of row 0 75m in beam 1 -6 q = 1.956 kN/m Loadcase 4- people urc stancmg in ro\v above in beam 4 - 6 = 1.956 kN/m 65 Capacity of Systems Vertical Standards UNSfiACEC POST LENGTH Unbraced Standard Length Metric (m) 2Qm 1 5rn Imperial (m.) 73-3/4" 5S" 1 Om I 3S-3/S" G5m 19-11/16" fv'aximum Allowable Compressive Load Metric (kN) 1Skn 2Ckn 25 5kn 33kn Imperial (Ibs.) 4,OC'Olbs 4 500 Ibs 5,750 Ibs 7.50C Ibs Rated For Scaffold Use Technical Manual Section B Contur Modular Scaffold Component Allowable Loads 66 1 1 • 1 •1 1 1 1 • 1 • 1 • 1 1 ~C_ *• \f 4 * '. Capacity of Systems Horizontals -^l___ C ' ^VH-STC^LPCST SPACING _r "K IK - ^ ^ ^^ Ml Center Load 1 \E=VT1CAL PCST SPACING _r •t ff1 i JK U v i i i .» i i U 1 U , ii i v 1 1 ^i ; -••:::"^: i I cr^::::::' : i 1 J ^ I i :;. .-To ° r,.J Uniform Load \ Part Number ' Vertical Post Spsc;r,g | Allowable Center Load i Allcv/able Untfo<n Load ' | 0253-02-2024 | 2 | 1,059 Ibs 1 ,069 Ibs /f: ', 0253-02-2035 -, 3' I 71 3 ibs , 475 Ibs / r, \ 0253-02-2042 ! 31 6" | 595 Ibs 3^9 Ibs / fr I F 0253-02-2043 1 4' J 53^ Ibs 257 ibs / n |_0253-Q2-2050 1 5' 1 438 Ibs 175 Ibs /fi 0253-02-2084 | 7' 315 Ibs 90 Ibs / r | Maximum Allov/able Uniform Distributed Load Per Square Feet Area p0'aror Say Lencth in rest 2' 2'6" 3' 3'6" | 4' 5' 6' 7' 8' 9' 10' 2' 535 428 356 305 J 267 214 173 153 134 119 107 3' 238 160 158 135 | 119 95 79 68 59 53 i 48 36" 175 I 140 116 100 I 87 70 53 50 ^4 39 35 v i 134 107 89 76 i 67 53 45 33 33 30 27 5- 88 70 58 [ 50 (44 35 2S 25 22 19 18 1 7* 45 36 30 26 \ 23 15 15 13 11 10 9 L Rated For Scaffold Use . Technical Manual Pnntlir IVTridnlnp Scnffold P^THI^SB^Pi— w«wiitrfL4i i T m v« •>•* * t-i ' wociiiwiu n ^aE3Jff"lL--< |B8t— f^vT^J Section B Component Allowable Loads l^GljIlar&Bffil-£.«'.'i y " » .! 1 " * H|iSn|BH»Bail^H^Hi^EKaiBe 67. 23 rnr-r Ol 21-51 Frn= a = s~n n. "-* 1 J. , . . *'«-| A-B Tribunes . Bcslaan Zuid 12 I NL-56ST BLaest I I I I I I FLOOR WOOD | G = 1 S err. I Load 75 kN'/ m - 0 1 kN 'rr1 =76 kN/ m= M = 7 6 x 0.75= /' S =_0 53 kNm | = 53 x 6/1 CO x 1 S2 = Q 9S; kN/c~= <] i kN/cm= " I I I I I I * I I68. -a 'L O Q LU CO UJo: CD100 COSTA DELSORTERS & HOSP ;:RRLSON GREG£