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HomeMy WebLinkAbout2100 COSTA DEL MAR RD; ; CB100367; Permit03-15-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB100367 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: DREW BLASS 2173SALKAVE STE.250 CARLSBAD 92008 760-579-7365 2100 COSTA DEL MAR RD CBAD Tl Sub Type: 0000000000 Lot #: $0.00 Construction Type: Reference #: LA COSTA RESORT: BLEACHERS FOR LPGA ON 3/22 COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 03/02/2010 JMA 03/15/2010 03/15/2010 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $0.00 Meter Size $0.00 Add'l Reel. Water Con. Fee $0.00 Meter Fee $120.00 SDCWAFee $0.00 CFD Payoff Fee $1.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $51.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $1.00 HMPFee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $173.00 Total Fees:$173.00 Total Payments To Date:$173.PLANS $0.00 IN STORAGE ATTACHED Inspector FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. Q|3 ( DO Est. Value Plan Ck. Deposit Date 3 (2^ JOB ADDRESS 2100 Costa Del Mar Rd, Carlsbad, CA 92009 SUITE»/SPACE#/LNIT# * BATHROOMS I TENANT BUSINESS NAMECT/PROJECTS PHASE # » OF UNITS # BEDROOMS CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Installing temporary seating for the LPGA event at La Costa Resort and Spa. The installation will take place the week of March 15 and the event will be the week of March 22. EXISTING USE PROPOSED USE GARAGE (SF) Golf Course Temporary Seating 0 CONTACT NAME (If Different Font Applicant) ADDRESS CITY STATE ZIP PHONE FAX EMAIL PROPERTY OWNER NAME •«!!-. , inLa Costa Resort and Spa ADDRESS 21 00 Costa Del Mar Rd CITY STATE ZIP Carlsbad CA 92009 PHONE FAX 760-438-9111 760-930-7070 EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # PATIOS (SF) 0 DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS 0 YES[~~|* NOf/l YES Q NO [7] YES[ \NO[7] APPUCANTNA.E ^ ^^ ^^ fay j ^ ADDRESS CITY PHONE EMAIL 21 73 Salk Avenue Ste. 250 STATE ZIP Carlsbad CA 92008 FAX 760-579-7365 760-579-7366 Drew.Blass@lpga.com CONTRACTOR BUS. NAMEX T&B Eauioment Company Inc ADDRESS CITY PHONE EMAIL STATE LIC.ff \ 1 1 065 Leadbetter Road N. STATE ZIP Ashland \ VA 23005 >v FAX 804-798-2000 ^x^ 804-752-6947 JMcGlynn@TBE§i»iprnent.com CLASS ^ •qjY BUS. LIC.* 2701-024401 A \^ (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 slened 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 theBusiness 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)). ,Jft o RK'fiR s Workers' Compensation Declaration: I hereby affirm under penalty of perjury one oV/je following declarations: j I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I'M1 have and will maintain workers' compensation, as required bv Section 3700 of theaabor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co Charti5 \ Policy No. WC8506864 Expiration Date ;-;MO" This seclion need not be completed if the permit is for one hundred dollars ($100) or less. | | Certificate of Exemption: I certify that in the performance of the work for which this permit is issTtol, I shall not employ any person in any manner so as to become subject to Ihe Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall Sybject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8,100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, inters* and attorney's fees. J£$ CONTRACTOR SIGNATURE M. /"/DATE '10 I hereby affirm that I am exempt from Contractor's License Law lor the following reason: | | I, as owner of Ihe property or my employees with wages as their sole compensation, will do the work and Ihe 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 lhat such improvements are no! intended or offered for sale. If, however, the building or improvement is sold wilhin one year of completion, Ihe owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). j j I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). | | I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I |Yes I / |No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide Ihe major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) Ihe following persons to provide the work indicated (include name / address / phone Itype of work): ^PROPERTY OWNER SIGNATURE []AGENT DATE COMPLETE THIS SECTION FOR NO N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? | [Yes I ^ iNo Is the applicant or future building occupant required to obtain a permit from the air pollution controldistrict or airguality management district? I lYes FT"! No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I lYes [71 No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION 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 representative of the City 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). ^APPLICANT'S SIGNATURE -2,61 fc City of Carlsbad Bldg Inspection Request For: 03/18/2010 Permit* CB100367 Title: LA COSTA RESORT: BLEACHERS FOR Description: LPGA ON 3/22 Inspector Assignment: Type: Tl Job Address: Suite: Location: APPLICANT DREWBLASS Owner: Remarks: P M PLEASE Sub Type: COMM 2100 COSTA DEL MAR RD Lot: 0 Phone: 3868430110 Inspector/ Total Time:Requested By: DREW BLASS, L.P.G.A. Entered By: CHRISTINE CD Description Act Comments 14 Frame/Steel/Bolting/Welding ft - -- Comments/Notices/Holds CV000348 CV040642 CV060188 CV990248 CLOSED CLOSED CLOSED Date Associated PCRs/CVs Original PC# CLOSED ELEC W/OUT PERMITS @ MAIN POOL; O-STAGNANT WATER W/DEBRIS; CAUSED BY EMPLOYEES, BAD ODOR Z- 4 BANNERS; POSSIBLE BLDG SAFETY VIOLATION; LA COSTA RESORT AND SPA; ROOF OVER EXISTING COVERED WALKWAY LA COSTA RSRT & SPA-LIGHTING; DESIGN REV. (RETAIL 1-4) LACOSTA RESORT REV TO STRUCT; STEEL SHOP DRAWINGS Inspection History Description Act Insp Comments PCR03218 ISSUED PCR04005 ISSUED PCR04184 ISSUED PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB100367 DATE 3/2/10 ADDRESS 2100 COSTA DEL MAR RD RESIDENTIAL ADDITION- POOL/SPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER TEMPORARY SEATING FOR THE LPGA EVENT PLANNER GINA RUIZ/VAN LYNCH DATE 3/4/10 ENGINEER VUM/-ce DATE II:\A»MIN\™NTER/PLANNING/ENGINEERIN(; APPROVALS City of Carlsbad BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-7541 / Fax: 760-602-8558 Plan Chech Comments / 2OO7 Codes I3 1 o To:C From: steve Borossay Pages:\ Phone:Date: Re:Address:OO CONTACT HOURS FOR STEVE BOROSSAY: TUESDAY THROUGH FRIDAY: 1PIM - 5PM Vw ••• Please make corrections referred to below and run TWO new prints. If red marks are on plans as a part of this Plan Check response please return red marked set with the new prints. * This is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City department review. For information on the status of approval from other departments please contact staff @760-602-2717 / 2718 / 2719. <PkeeLc-Kair X^ ^ I 0 CO •^ ell i -r K£^ T° (4- OAA^M LPGA CLASSIC PRESENTED BY J GOLF TOURNAMENT SITE AGREEMENT THIS AGREEMENT is made and entered into as of the // 'day of 2009, by and between W2007 LA COSTA TRS LESSEE, LLC a Delaware limited liability ("Owner") company by its authorized agent KSL LC MANAGEMENT, LLC, a Delaware limited liability company ( "KSL") d/b/a La Costa Resort and Spa® whose address is 2100 Costa Del Mar Rd., Carlsbad, CA 92009 ("HOST CLUB"), and the LADIES PROFESSIONAL GOLF ASSOCIATION, an Ohio corporation whose address is 100 International Golf Drive, Daytona Beach, Florida 32124 ("LPGA"). The LPGA and HOST CLUB are sometimes also referred to as "Party" or "Parties," as the context requires. WITNESSETH WHEREAS, LPGA is the organization established to promote, develop, establish and maintain high standards for women's professional golf activities through teaching, tournament play, and other activities that promote world-wide interest in the game of golf; and WHEREAS, Each year, LPGA conducts a LPGA Tour-sanctioned golf tournament for the best female golfers in the world and owns, conducts, co-promotes and/or sanctions premier women's golf tournaments and related activities throughout the world; and WHEREAS, LPGA has entered into a tournament sponsorship agreement dated January 30, 2009 (the "LPGA Sponsor Agreement") and a tournament management agreement (the "Tournament Management Agreement") both with the Joongang Broadcasting Corporation (the "Sponsor") whereby the LPGA shall conduct and serve as tournament organizer and manager for a southern California based tournament to be known as the LPGA Classic Presented by J Golf, or such other name as the LPGA shall determine in its sole discretion (the "Tournament" or "Tournaments"); and WHEREAS, KSL operates and manages a golf club known as the La Costa Resort and Spa, located in Carlsbad, California (the "Tournament Site"); with members and is open to the public who enjoy certain golfing and social privileges at the Host Club, but which is owned and controlled by Owner; WHEREAS, La Costa Resort & Spa is a full service resort with guests, who utilize the amenities in addition to occupying room nights; and WHEREAS, LPGA desire that the 2010 through 2012 Tournament, also including any potential two-year term extension for the years 2013 and 2014, HOST CLUB has agreed be hosted Tournament Site; NOW, THEREFORE, for and in consideration of the promises and mutual covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereto agree as follows: (b) Driving Range and Practice Area: The exclusive use of driving range and practice areas suitable for players is available Monday to Sunday of the Tournament week. The exclusive use of the members driving range and practice areas suitable for players is available Wednesday to Sunday of the Tournament week. (c) Golf Balls: Golf balls for use of all competitors during practice and competition. HOST CLUB shall provide "pick range" services, shall separate the balls by brand, and shall permit the LPGA to use its ball pyramids. 13. Condition of Tournament Course. The HOST CLUB is responsible for the preparation, conditioning, and, if necessary, design changes (made in consultation with the HOST CLUB superintendent) of the Tournament Course for play, and such preparation, condition and design changes shall be subject to the approval of the LPGA. The LPGA reserves the right to relocate the Tournament to a different golf course if design changes or golf course conditions are deemed by the LPGA to adversely affect the integrity of the Tournament. The HOST CLUB shall use commercially reasonable efforts to assure that the Tournament Course is in the best possible condition for the Tournament Further, if requested by the LPGA, within three (3) weeks after the execution of this Agreement, the LPGA may, at its own expense, arrange for the services of the USGA Green Section or other professional agronomist to inspect the Tournament Course. HOST CLUB shall use its commercially reasonable efforts to implement any recommendations made by the USGA Green Section or LPGA-hired agronomist. If the HOST CLUBS determines in its sole discretion that the recommendations are cost prohibitive, HOST CLUB elects not to proceed with those recommendations. Further, the HOST CLUB shall be responsible for the maintenance of the Tournament Course during play as determined by LPGA Tournament Officials. HOST CLUB shall also be responsible for providing red, white and yellow stakes and marking paint, as deemed necessary by the LPGA Advance Official. 14. Utilities: LPGA will be responsible for all utility expenses on the following terms and conditions: (a) in each instance where a connection for electrical service exists at any location required by LPGA, then (i) HOST CLUB will pay all charges incurred for the connection, distribution and consumption of such electrical service, and (ii) LPGA will pay to HOST CLUB, in lieu of payment of any consumption charges, a daily amount equal to the product of Three Dollars ($3.00) times the true amperage of breakers that are pulled from (i.e., $3.00 X 30 amp capacity x 10 days = $900.00) in 2010. Three Dollars and Fifty Cents ($3.50) per amp in 2011 and Four Dollars ( $4.00) per amp in 2012, except that LPGA shall not be required to make any such payment with respect to areas where catering service is offered if HOST CLUB is awarded the catering contract for the Tournament; (b) if no connection for electrical service exists, or if LPGA chooses in its discretion to use generator power in lieu of a connection to fixed electrical service, HOST CLUB or LPGA will provide reasonable generator-produced electrical service at LPGA's sole cost and expense, which costs shall include, without limitation, all generator rental charges, all fuel charges, all installation, operation and removal labor and transport charges, except that LPGA shall not be required to make any such payment with respect to areas where catering service is offered if HOST CLUB is awarded the catering contract for the Tournament In the event LPGA provides the generator-produced electrical service set forth above, LPGA acknowledges that 13 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the date first above written. LADIES PROFESSIONAL GOLF ASSOCIATION W2007 LA COSTA TRS LESSEE, LLC a Delaware limited liability company, , Bjy: KSL LC MANAGEMENT, LLC a Delaware limited liability compapy, its authorized agent,, d/b/a! . .Name: April Shufe Its: Vice President & General Manager 22 CB100367 2100 COSTA DEL MAR RD LA COSTA RESORT: BLEACHERS FOR LPGA ON 3/22 OHM, VsA 4 ?**-£ l t -xW-^W7 3/(*//o (4 Vul C Approved BUILDING PLANNING ENGINEERING ^Y-/Qa/& J io Forms/Fees Sent Reed HazHealthAPCD PE&M Stormwater CFD: Y N LandUse:impArea; FY: F. Comments Building Planning Engineering Fire Application Complete? Fees Complete? N N r SEISMIC/WIND CALCULATIONS FOR BLEACHER SEATING 2010 KIA CLASSIC PRESENTED BY J GOLF LACOSTA RESORT AND SPA CARLSBAD, CA U 3-05-IO JOB:IOO35 BY:RHM DATE: 2-23-10 CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET I I I ._ _ TABLE OF CONTENTS LOAD ANAYLSIS INFORMATION SEAT BOARD DESIGN HANDRAIL DESIGN WIND/SEISMIC DESIGN OF BLEACHER FRAMES MUD SILLS REQMTS & CONNX BASE PLATE TO MUD SILL CONNECTION RISA MODEL SUMMARY RISA MODEL 7 ROW BLEACHER RISA MODEL SCAFFOLD SUPPORT 3 - 8 9 - 10 11 - 12 13 - 16 17 -19 20 21 - 23 24 - 50 51 - 195 I JOBIOO35 BYRHM DATE 2 23 \O CHD JPH JOE P HILL P E CONSULTING STRUCTURAL ENGINEERING SHEET OF T & B EQUIPMENT Co INC — LOAD TEST ANALYSIS — ANALYSIS DESCRIPTION ANALYSIS OF A TYPICAI TEMPORARY BLEACHER SYSTEM ANALYSIS TC PROVIDE SUPPORT REACTION AND MEMBER STRESSeS FOR VERTICAL AND TWO DIRECTIONAL SWAY FORCES II DESIGN PARAMETERS DESIGN LOADS IOOPSF- VERTICAL 2«*reFPtF PARALLEL TO SEAT IOPSF ptF PERFENDICU' AR TO SEAT B MATERIALS TUBING STEEL E 30 ooo KSI G 12 OOOKSl FV 50 OOOKSl JACKS STEEL C 1018 c R E 30 000 KSI G 12 OOOKSl FY 70 OOOKSl PLATES ST EL A 36 E 30 000 KSI G 12 OOOKSi I I I I I I I I I I I I I I I I I I I SHcET 2 III MEMBER ANALYSIS A ADJUSTABLE SCREW JACKS I ) 15/8 DIA THREADED BAR C 1018 C R STEEL FY... 70 KSI A - I / 85 IN* I 0 P55 IN* S 0 255^ IN* R 0 3437 IN 18 REQUIRED EXTENSION SUPPORT FRAMc B BRACING SEAT FRAME LUMBER DL SHEAR VERTICAL LOAD (^ X 354 8# / FT 576 LBS SAY X u ROWS 6 X 6 X I00# / FT? 3600 LBS AXIAL LOAD DUE TO SWAY FORCE PAXIAL FA MMAX 16 x 5 6# / 6 b36 LBS 3728 "Si + 3600* + I536# 5536 LBS 5536# / A85 IN 3728 PSI 5 6# x 12 (MAX EXTENSION) 6912 IN LBS 6912 N LBS / 0 2552 IN3 2 / 084 6 PSI 27.084 6 PSI 36 000 PSI36000 PSI 0 86 < 0 PLATE (STEEL A-56) OK c SHEET 3 0 86 /3 x 5 536 K / (06 IN*) X (2 1875 )2 / 21 6 K 0 32 IN 5536# / 56 IN* I5o 8 PSI FS TBASEPL;0 3I?5 IN 0 o2 IN PJ1 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 SHEET 4 B ) BLEACHER...SUPPORT FRAME I.) LONGITUDINAL DIRECTION J_Dn, FY (STEEL) 50 000 PS r A)VERTICALS (I 5/8 x 0,09 WALL) A 0 *34 IN2 1 0 128 IN S 0 158 IN5 R 0 543 IN AXIAL LEU LOAD 5336* 5536* / 0 12 755 PSI KL/R /O 545 88 B )DIAGONAL (I 1/4 x 0 075 A 0 270 IK2 I 0 047 IN*- S 0 075 IN' R 0 416 IN WALL) .- i SHEET 5 PANEL SHEAR = 1152 LBS. (CONSERVATIVE) FA = II52# X 76V72" (I DiAG.) 1316 LBS. FA = I2I6#/0.27 IN2 4503.7 PSI. FA - n2 x 30,000,000 / (76" / 0.4I6")2 = 8871.2 > 4503.7 OK 2.) LATERALLY LOADED A.) VERTICALS (1 5/8" x 0.09" WALL) A = 0.434 IN2 1 = 0.128 IN1- S = 0.158 IN* R = 0.543 IN 'AXIAL = 400# (D.L.) + 3779* + = 4227 LBS. M = 563 IN-LBS. FA = 4227* / 0.434 IN2 9740 PSI. «a = 563 IN-LBS. / 0.158 IN3 = 3563 PSI, FA = 17,282 PSI, FB = ''•'I 2/5 - 50 (48" / 0.545" )g ] X 50,000 PSI. 1530 X 1000 20,565 PSi. 9740 + 5363 = 0.824 < 1.0 Ojl 17,282 20,565 7. SHEET 6 B.) DlAGONAtJl 1/4" X 0.073" WALL') ' PAXIAL = 1078 LBS. FA = '1078 LBS. / 0.27 IN2 = 399.3 PSI. FA = 8871.2 PSI. > 3993 PSI. OK C.) HAUNCH BRACING BETWEEN FRAMES (I 1/4" x 0.086" WALL) A = 0.514 IN2 I = 0.05-C, IN* S = 0.086 IN' 3 = 0.412 IN PAXIAL = 350# FA = 350# / 0.3H IN2 = 1115 PSI. M = 109 IN-LBS. «B = 109 IN-LBS. / 0.086 IN5 = 1267.4 PSI. 8. .. . BLEACHER SEAT BOARDS AND FOOT BOARDS MATERIAL:2x10 NOMINAL - NO.1 SOUTHERN YELLOW PINE Fh =1850 PSI Sx = 3.469 E= 1700000 PSI L = 2.602 IN" LOADING REQUIREMENTS: 3DL = LL='120 1.25 PLF >LF 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= 2312.5 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 = 0.36 IN LL DEFL = [(LL) * L4] / [386 * E * I] = 0.157 IN LLDEFL < MAX LL DEFL OK USE: 2x10 NOMINAL SEAT/FOOT BOARDS TYP. JOB: BY: DATE: 2-23-1O CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET "-OF CALCULATIONS , -z, ^vrT. -z,*-i*2Xr (-p^ (FLAT 5*. o - •*L > -U A-TL - o . I 1 PUT ' f ~fz •*,,}(; 4' 1*2-£*_... I "2. JOB: BY:CH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET DESIGN VALUES FOR WOOD CONSTRUCTION - NDS SUPPLEMENT Table 4B Design Values for Visually Graded Southern Pine Dimension Lumber (2M-4" thick)1*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 Species and commercial grade Size classification Design values in pounds per square inch (psi) Bending Fb Tension parallel to grain F, Shear parallel to grain F, Compression perpendicular to grain F=i Compression parallel to grain FC Modulus of Elasticity E Grading Rules Agency • SOUTHERN PINE H^IIHHHi^HJH^^IHUHJHi^HHIJ^IIHI sl£7F Dense Select Structural Select Structural Non-Dense Select Structural No.1 Dense No.1 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 No.1 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 No.1 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 No.1 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 No.1 No.1 Non-Dense No.2 Dense No.2 No.2 Non-Dense No.3 and Stud 2"-4" wide 4" wide 5"-6" wide 8" wide 10" wide 12" wide" 3050 2850 2650 2000 1850 1766 1700 1500 1350 850 HOO 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 f7*5 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 565 565 565 660 565 480 660 565 480 660 565 480 565 660 565 480 660 565 480 660 565 480 565 660 565 480 660 565 480 660 565 480 565 660 565 480 660 565 480 660 565 480 565 2250 2100 1950 2000 1850 1760 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 1,700,000 1,800,000 1,700,000 1 ,600,060 1,700,000 1,600,000 1,400,000 1,400,000 1,500,000 1,300,000 1,300,000 1,900,000 1,800,000 1,700,000 1 ,800,000 1 ,700,000 1,600,000 1,700,000 1,600,000 1,400,000 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 1,400,000 1,400,000 1,900,000 1,800,000 1.70O.OOO 1,800,000 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 1,400,000 1,400,000 ^fs SPIB D amw o \ m 10. AMERICAN FOREST & WER ASSOCIATION II HANDRAIL/GUARDRAIL DESIGN TYPICAL GUARDRAIL: fc'-O" 2OO \/ R7 = RT = NOTE: DUE TO CONSTRUCTION VERTICAL LOAD WILL DISTRIBUTE TO LOWER HORIZ. MEMBER. 100 LBS 100 LBS 200 LBS VERTICAL LOAD: 200 HORIZONTAL LOAD: 200 50 LBS ANY POINT/ ANY DIRECTION " LBS ANY POINT/ ANY DIRECTION OR ' PLF IN ANY DIRECTION AT THE TOP 1/2" DIA. STUD BOLT VALLOW = 2827.53 LBS USING FV= 14.4 KSI HORIZONTAL MEMBER: THEREFORE 1/2" DIA. STUD OK 1.25" DIA x 0.073 W.T. ROUND TUBE AF = 0,270 IN2 SF = 0.0751 IN3 IF = 0.0470 IN4 E = 29x106PSI FY = 50.0 KSI Fv= 14.4 KSI FT = 20.0 KSI SHEAR:V = 100 LBS AR = 0.0104IN2 AF = 0.27 IN2 OK TOP & BOTTOM HORIZ. DISTRIBUTIONFLEXURE: M = 150FT-LBS SR = 0.060 IN3 SF = 0.0751 IN3 DELTA TL = (.02681)/I o.o47o= 0.5705" -> L/126 OK OK JOB: 1OO35 DATE; 2-23-1O BY: RHM CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF HANDRAIL/GUARDRAIL DESIGN (CONT'D) IF 200 LBS LOAD IS APPLIED HORIZONTALLY TO TOP RAIL, THEN 1/2" DIA. STUD BOLTS ARE IN TENSION, FT = 20.0 KSI. TALLOW = 3927.13 LBS > 100 LBS OK ALLOWABLE FLEXURE IN HORIZONTAL: SF = 0.0751 IN3 MALLOW = 187.75 FT-LBS PALLOW = 125.17LBS 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 BASE ON P = 125.17 LBS. DELTA TL = (.03356)/I O.o47o= 0.7141" -> L/101 OK JOB: 1QO35 BY: DATE: 2-23-1O CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET CIF r (6' BAYS) WIND DESIGN - BLEACHER FRAMES LOCATION: CODE: CARLSBAD, CA 2007 CALIFORNIA BUILDING CODE ASCE 7 CODE: 90 MPH (3-SEC GUST) EXP. C Max. Bleacher Height = _ 15.00 qz = 0.00256 * Kz KZT K<, V2 1 I = 1 .25 > 300 people congregate in one area. Kz 0.9 CASE 2b MWFRS in Other Structures Kj = 0.85 OPEN LATTICE FRAMEWORK FT KZT = 1.00 FLAT OPEN AREA V = 90 MPH (TEMPORARY BLEACHER FRAMES) qz = _ 19.83 _ PSF F= qzGCfAf DESIGN WIND LOADS OF OPEN BLDGS & OTHER STRUCTURES G = 0.85 Cf= 1.5 50% OPEN - ROUNDED MEMBERS Af= 15.0 FT x 1/2 x 6'BAY =45.00 FT2 F =1137.68 LBS MAX.WIND ON TALLEST COLUMN = F/HT •75.85 IIM trn im iw m »m m I* m in I* PLF "SEE RISA MODELS FOR WIND DESIGN ** NOTE : TAMPORARY BLEACHER STRUCTURES ARE WRAPED WITH UP TO 25% BRETHABLE FABRIC. ALSO, IF THE WIND FORECSTE @ 90 MPH, 100% LL IS UNREALISTIC : JOB:\OO3b BY; RHM DATE:2-23-1O CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 13.OF .. .. SEISMIC DESIGN - BLEACHER FRAMES LOCATION: CODE: ASCE 7 Lateral Force Procedure Max. Bleacher Height = CARLSBAD, CA 2007 CALIFORNIA BUILDING CODE 15.00 FT \ 1.250 1 S,= Fa= 1.03 = 2/3(Fa)Ss= foIsT^) ® 0.444 Site Class = Fv= 1.56 SD1=2/3(FV)S1 = D 0.461 Seismic Use Group = I SEISMIC DESIGN CATEGORY = R = 3.25 Steel Concentrically Braced Frame I = 1.25 > 300 people congregate in one area. T= 0.15 Cs=-(R/l) •>s, MAX Cs,MlN= 0.044SDSI SEISMIC BASE SHEAR, V = C, W DL OF BLEACHERS = 10 PSF Cs = s, MAX ; S, MIN ; 1.16 0.05 ***SEE CHART FOR ALL BLEACHER TYPES ON NEXT PAGE* JOB: 1OO35 BY:RUM DATE: 2-23-lQ CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF SEISMIC DESIGN LOADS - CA STATIC FORCE METHOD SHEET A1 A1 A2 A2 DESCRIPTION 42' x 7 ROW BLEACHER 30' X 7 ROW BLEACHER 48' X 7 ROW BLEACHER SCAFFOLD SUPPORT LOCATION 9GR 1T 18 GR 18 GR WIDTH (FT) 42.00 30.00 48.00 39.83 DEPTH (FT) 17.00 17.00 17.00 19.83 HEIGHT (FT) 9.75 9.75 9.75 14.08 NO. OF POSTS LONG 8 6 9 9 SHORT 4 4 4 6 WT (LBS) W*D*DL 7140 5100 8160 7900.13839 V*WT (LBS) 2352.55 1680.39 2688.63 2603.01 VPOST .^-U-iSJ-^ f 73.52 \ 70.02 ' ( 74.68 \ 48.20 *BASED ON BASE SHEAR DESIGN - CA STATIC FORCE PROCEDURE = (V * DL OF BLEACHERS) / (TOTAL NUMBER OF POSTS) ==>MAX VpOST =74.68 ) LBS USE —> 75 LBS IJOB: \OO35 BY: RHM DATE: 2-23-10 CHD; JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING cjj-jppf **••'• Qp I I • i I i i i. a I i i SEISMIC DESIGN LOADS BASED ON LATERAL SWAY BRACE LOADING SEISMIC BASE SHEAR (LATERAL SWAY BRACING LOADS) VSHORT= 10.00 PLF PERPENDICULAR TO SEATBOARDS VLONG = 24.00 PLF PARALLEL TO SEATBOARDS SHEET A1 A1 A2 A2 DESCRIPTION 42' x 7 ROW BLEACHER 30' X 7 ROW BLEACHER 48' X 7 ROW BLEACHER SCAFFOLD SUPPORT LOCATION 9GR 1 T 18 GR 18 GR BAY SPACING (FT) WIDTH 6.00 6.00 6.00 5.00 DEPTH 6.00 6.00 6.00 5.00 NO. OF POSTS LONG 8 6 9 9 SHORT 4 4 4 6 VpOST SHORT (LBS) 15.00 15.00 15.00 8.33 VpOST LONG (LBS) 18.00 24.00 16.00 13.33 "BASED ON CONSTRUCTION DESIGN LOADS - LATERAL SWAY BRACING LOADS* VPOSTSHORT = (WIDTH BAY SPACING * VSHORT) / (NO. OF POSTS-SHORT) ==> VPOSTLONG = (DEPTH BAY SPACING * VLONG) / (NO. OF POSTS-LONG) MAXV,POST SHORT '15.00 LBS < 75 LBS PER POST ==> MAXV,POST LONG '24.00 LBS < 75 LBS PER POST V JOB: IOO35 BY: RMM DATE: 2-23-IO CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING r REQD MUD SILLS FOR TEMPORARY BLEACHER LOADING DEAD LOAD - BLEACHERS LIVE LOAD DL= 10.0 PSF LL= 100.0 PSF ALLOWABLE SOIL BEARING FALLOW = 1500 PSF SHEET A1 A1 A2 A2 DESCRIPTION 42' x 7 ROW BLEACHER 30' X 7 ROW BLEACHER 48' X 7 ROW BLEACHER SCAFFOLD SUPPORT LOCATION 9GR 1 T 18 GR 18 GR WIDTH (FT) 42.00 30.00 48.00 39.83 DEPTH (FT) 17.00 17.00 17.00 19.83 MAX. BAY SPACING WIDTH (FT) 6.00 6.00 6.00 5.00 DEPTH (FT) 6.00 6.00 6.00 5.00 TL*BAYAREA (LBS) 3960.0 3960.0 3960.0 2750.0 REQD AREA (FT2) 2.640 2.640 2.640 1.833 MUD SILL REQUIREMENTS BASED ON LOADING TYP. BLEACHER MUD SILL U.N.O.MAX. MUD SILL REQD. 2.640 USE 2.00 FT x 2.00 (Area = 4.000 SQ. FT. FT "SQ. FT.) JOB: BY: RWM DATE: 2-23-IO CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING I • SHEET OF BASE PLATE TO MUD SILL CONNECTION MAXr VSEISMIC = 75 LBS (FROM SEISMIC DESIGN LOADS) VALLOW = 31 LBSUSING 6d BOX NAILS (SINGLE SHEAR) USE NAILS => V,ALLOW /HORIZONTAL < VALLOW 93 LBS OK USING 16d BOX NAILS (SINGLE SHEAR)V,ALLOW '58 LBS 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 JOB: 1OO35 BY: RHM DATE: 2-23-10 CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 18\O. TTP SUPPORT POST TTP. MUD SILL TTP BASE PLATE DIRECTION OF BLEACHERS MINI. (2) l&d NAILS im MIN. (\) STAKE PER ^TH BASE. MUD BILL 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 BT THE BUILDING OFFICIAL. JOB:1OO35 BY: RHM DATE:2-23-IO CHO'JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF MUD SILL TO HARD GROUND CONNECTION ANCHORS ONLY AS GOOD AS ASPHALT/HARD GROUND. USING 1/4" DIAMETER STAKES, AF = Q.Q491 IN* Fv = 0.40 * 36.0 KSI = 14.40 KIPS VALLOW= AF * Fv = 707.11 LBS VALLOW/VPOST= 9.43TYP. BLEACHER: CONCLUSION: TYP. BLEACHER ATTACHMENT OF MUD SILL TO ASPHALT USE ONE (1) 1/4" DIAMETER STAKE WITH A MINIMUM OF 8" EMBEDMENT AT EVERY 9TH MUD SILL BASE. ENGINEERING JUDGEMENT FOR TYP. BLEACHERS: DUE TO THE TEMPORARY NATURE AND THE SMALL LATERAL FORCES AT EACH SUPPORT BASE OF THE TYP. BLEACHERS, ANCHORS COULD BE ELIMINATED TO ALLOW THE FRICTION FORCES BETWEEN THE GROUND AND THE MUD SILL TO HANDLE THE SLIDING LATERAL LOAD. JOB: 1OO35 BY: DATE: 2-23-1O CHD: JPM JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF RISA MODEL SUMMARY SHEET A1 . A1 A2 A2 DESCRIPTION 42' x 7 ROW BLEACHER 30' X 7 ROW BLEACHER 48' X 7 ROW BLEACHER SCAFFOLD SUPPORT LOCATION 9GR 1T 18 GR 18 GR WIDTH (FT) 42.00 30.00 48.00 39.83 DEPTH (FT) 17.00 17.00 17.00 19.83 HEIGHT (FT) 9.75 9.75 9.75 14.08 DIRECTION SHORT » 7 ROW BLEACHER SHORT SIM 7 ROW BLEACHER SHORT SIM 7 ROW BLEACHER SHORT » SCAFFOLD SUPPORT LONG » 7 ROW BLEACHER LONG SIM 7 ROW BLEACHER LONG SIM 7 ROW BLEACHER LONG » SCAFFOLD SUPPORT » INDICATES THAT RISA MODELS AND CALCULATIONS HAVE BEEN PROVIDED FOR THE SHORT AND/OR LONG DIRECTIONS. ALL OTHERS NOTED AS " SIM" ARE SIMILAR TO THE NOTED REFERENCE RISA MODEL AND CALCULATIONS. JOB: \O03B BY: RMM DATE: 2-23-lQ CHD: JPM JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING • 1 II I I i 1 SHEET OF RISA MODEL OF BLEACHER FRAMES DL = 10PSF LL = 100PSF BAY WIDTH: 6.0 FT BAY LENGTH: 6.0 FT SHORT DIRECTION: PDL+LL = 3960.0 LBS (INTERIOR COL) PDL+LL = 1980.0 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 = 3960.0 LBS (INTERIOR COL) PDL+LL= 1980.0 LBS (EDGE COL) USE MAX. SEISMIC LOADING = 105 LBS PER POST ASD SEISMIC LOADING = SEISMIC * 0.7 74 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 JOB: 1C035 DATE: 2-23-10 CHD: JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 22.Of 1M RISA MODEL OF SCAFFOLD SUPPORT FRAMES DL = 10PSF SCREEN > LL = 20 PSF BAY WIDTH: 5.0 FT BAY LENGTH: 5.0 FT DL = SHORT DIRECTION: PDL+LL = 250.0 LBS (INTERIOR COL) PDL+LL = 125.0 LBS (EDGE COL) USE MAX. SEISMIC LOADING = 75 LBS PER POST ASD SEISMIC LOADING = SEISMIC * 0.7 53 LBS PER POST DL = LONG DIRECTION: PDL+LL = 250.0 LBS (INTERIOR COL) PDL+LL = 125.0 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 => 2.0" OD x 0.09 WALL ROUND TUBE DIAGONALS => 2.0" OD x 0.09 GA WALL ROUND TUBE F, = 50 KSI STEEL IM III IB • 1 JOB: 1 1OO3E 1 BY: X. RHM DATE: ? 2-23-10 CHD:JPM ^^ JOE P. HILL, P.E. CONSULTING STRUCTURAL. ENGINEERING IP 23 rRHFFT f--J- OF I -3.96k .075k -1.98k Loads: LC 5, DL+LL+SEISMIC+WL Solutton: Enwbpe •.076kffi Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) NODE.MEMBER AND LOADING LAYOUT Feb23, 201 Oat2:05 PM 7 ROW BLEACHER SHORT.R3D Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) Feb23, 2010 2:07 PM Checked By:_ Global Display Sections for Member Calcs Include Shear Deformation Area Load Mesh (inA2) P-Delta Analysis Tolerance Number of Shear Reaions *"£-nfrttram'*&nj*trti&-i 'fit' i«r»WviSito[' '*" Biaxial Column Method Concrete Stress Block Bad Framing Warnings Yes 144 M.0.50% PCA Load Contour Rectangular NoYes Hot Rolled Steel Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code AISC: ASD 9th AISi99:ASD NDS 91/97: ASD «10(F.> ACI 1999 MSJC05/IBC06ASD Hot Rolled Steel Properties Label Efksil Gfksil Nu Therm A1E5R Densitvrk/ftA31 Yieldfksil 1 2 3 • '4 5 A36 Gr.36 : ..P£X2.&tM A992 •-• A8Mf6r.42 -• A500 Gr.46 29000 29030 29000 29000 29000 11154 11184 11154 .' W¥54 '• • 11154 .3 .3: .3 •A." .3 .65 .' .' J85 .65> 'm .65 .49 \ ' M '.!... • .49 . -49 ^ .49 36.. m •• 50 '42.' 46 Hot Rolled Steel Section Sets Label Shane Tvoe Desian List Material Desian Rul..Afin21 IwtlML Izzlin41 J Fin41 Joint Coordinates and Temperatures 1 2 3 4 5 6 7 9 itt • 11 1ST 13 14 15 17 18 19 20 21 *ft*23 Label N1 1*2 N3 * 1NI4 '" , -v N5•• • M • - • • N7 N8 N9 ' • * -- W10 N11 .,,-"*" • V •-' Nlf2'- " ' * " N13, ." 1414:- • N15 ,'Ni9 N20• <• ' - . mif".- ,; '' '. N22 N24 N27 Xfftl 0.172663 QATSM&, 5.17266?.' - KizinMfi: 11.172663"'•itiiiBSSStef* 17.172663 1M^SISIV" 0.172663 ' O.IS^B^*' * ' 5.172849 v , *2ife73&N& 2.672845irti^&f 9.173075> _ £if(!t£j§B$ - * 11.172663 I:- i&ffJMS" - 9.172955 ..~..v«3£t72fii!efr - 7.172663« "j^y*iis^fe" •'" "; 9.172955 YTftl 4.456215 5.049965 QiiiffiSTS'' 7.727048• " (K:iiJ8?iisf& 9.727048 4.345277 ' 1 .804458 • 1.604785 < 4.345439 ~ 1.604621 . ' ]itSM^'! 4.34641 • 4.64059 •• 4.94059 4.S4059 = 6.383298 4.94059 . ' , ' 4;34g{JOg ' "- H' 6.273923 zrfti 0 0 • 0 6 0 <• :• 'Q 0•; -\ o • .. 0-' '•- ,0 ' 0:" - .Q. • • 0! ' fi- 0 0">:•• • Q • 0"f- <:' o-<-. • ;; 0 0 Temp [F] 0 v . ft ..... ...'. 0 .; .0 -...:": 0,,- ' o 0 • SO- .(• 0! 0' - 0 I -'jQ-1,1 >-' -. 0• 1 -• 'o',' 0. ~ . j. tf '- 0 * > i-. 0'.' - 0 .-' l> 0- -, 0 0 Detach From Diap... - ', V ,-" ' - - ' , , "*u~- '""• tt >' ; -V-! *~*Z\ J> •" RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 25 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) Feb23, 2010 2:07 PM Checked By:_ Joint Coordinates and Temperatures (Continued] Label xrftL Yfftl ZFftl Temp IFI Detach From Diao.. 24:- 25 2ffi'"' 27 2$ 29 30 31 W". 33 -34" 35•m... 3738; 39 4<3 41 4fc* 43 -44- 45 -: ..*•-.-,.,.< NS§; * , ' • N29- - - tm, . N31 N32 N33 NB4 N35.•• - ,tm N37• •• .-:• ••- >m& ' -• N39• .'. .-•' *fla>t - - N41 -. ."• . : JS42 N43 '.-.r..:'' ' *44'. . .- N45 .- . - >4M£' -'' - N47 "- ' • (s W»". •'- , - N53 11,172683 , 11.172663 .. .-.17.W27S5 11.172663 17.172744 13.172663 13.172706 13.172717 1S.17266& 15.172724 .. '..^5.1726fe 17.172705 13:175&&B& 15.172705• 11.1^il3 17.172899 11J72683 17.172819 : 18.172?M „* 17.172795 7.172863 9.172955 6.273923 ," 6.544756 B.S*493t 6.94059 filftWTM 8.424965 &840648 6.544815 IJ«3^M 6.940706 8.273981-- -"7!6ffiae. 7.607315 4.348814 1.607431 4.346989 1 'ffii^m . .-: 5.164548 ' • lifiLfiOraHB&<!...'.; 5.607256 ..'-'0..,,- • 0:. -.. 6 • ;0 0 0 ja 0... •...• Q= : .. 0 0 '• 0 0'.- 0o , . >. 0 0 0 .... ' - 0 -- • 0 " ^6.' ':« 0 ' ,.'. Q ', , 0 0.: , 0 0 0fl 0 •.... Q 0 0 0 '0 0" ff 0 Q . 0 - ' 0- ' 0• ' . o .-- • 0 •" * 'ts ' s <*' f"1*, ,;. x,« ; *• A * . " ' ' "A Joint Boundary Conditions Joint Label X Fk/inl Y [k/in]Z fk/inl X Rot.[k-fl/rad] Y Rot.rk-ft/rad] Z Rot.fk-ft/radl Footing N2 Reaction ReactioniHL N6 Reaction Reaction Reaction Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 26 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) Feb23, 2010 2:07 PM Checked By:_ Mem her Advancer! 1 2 3 4-. 5 .ft'-. . 7:. 8 .=gn11 12 13 14 15 10 17 ' :W'f 1920 21 : 22T'. 23 ' W 25 '20'a 27 28 Label M1m M3 M4 ' M5 M6 M7m M9 . • Kt12 • M14•-. lifts '••<'.. M16 Ml? M19 M2ff M21 V.v M22? • -'. M23 v *Ji2¥ ? M25•' .' , '«:&?•••' ? M27 %- /.-irar, • M29 -- .-.-MSB- •• ' M31 ' - - MS* • •: ' I Release • • '" , i " ; ' . ;" • ' ; . :''• !:•-"' .. • •-' ,'\ • V - »/,V J Release •"',"• , ; ; , *' ••'• .''••' '.', ' ' ',. ,' f' • ":"'"••'• ;.'-• • '.••'••", '.'•'-. '••'/•'• V. ".''',,•" :"' '„'',". ': ' , '(•'• '• '"' ', '> • ^ , , J . ^ ', ; , ' '• • •? . I Offsetrinl . / '• • ,";' ' ^ ' ' -. ; ' ', '.'. - ••. ' • ' • '• • . ' "•;'; . '' , --•-, - ';. .-'. j • '• J Offeetfinl * : • - '"•< ': • •.;:K '•'•:::' :••'•'•• T/C Onlv ,-, ' s.:\*. ' ' " % " '=. ' •It'"1'' ' ' " , -' ' ' ' , '' , ** * • Physical Yes :' Btfi . . Yes- JVS ' Yes '" 'l¥es.':. - Yes •'. fifctt- • Yes ...: lYes..iiJ Yes: tYes'S-'- Yes .lYesV • Yes . -Was-. ' Yes ..'lYfe Yes •-• h**-t-;?. Yes' hf«rL- Yes.-:-•; (ii5»r>:. Yes -: hft»'-..< Yeshr«s .--. TOM • ,r,-- ••"' • ':'*, '•" •'• ''' L* v' ' •?••"./. - " '.'• •"« ' • , ''¥'.' i'.f :'• , .'. 'I ' .; '•*•'- Inactive -, --t ' • •' ,';;•-. • "•'• '&. • '• •'. ' Hot Rolled Steel Design Parameters Label Shaoe Lenath.. 1 2 3 4 5 fT" 7 8 9is11 12 13 14' 15 16 . 17 1fr 19 2Q 21 22C 23 24" 25m' 27 28 M1 M2- „. M3MA- MS:,»-.«*|g. M7 MS M9 :' &H2 ' " M14 • ' 'MiS^- M16 M1? M19IIJBKI.Z.. ' M21ii£2 -. M23 -.'llM-« M25 - -M2S ' M27 , ~ M28 ^ M29wao- M31• Mi*^ COL - COL COL CQii HORIZ WM82 VERT .*>»aRl2- COL tMO&Z • HORIZ DDL: COL COk HORIZ HORIZ HORIZ" -cot COL GQL COL HQR1Z HORIZ «M!iE HORIZ EJIAGON... DIAGON... H6TRJZ 4.333 -4.864 •? 7.604 9.604 5 2.741 • ' 6 ' .594 4i.. 2 1I443- .776 J58S 2 "« ' 6 1.484 .396 2^1-2 .396 ' ''Z( . 2 •'••«- • 6 Cfiflft. 2.43 " ^ '- Lbyy[ft] Lbzzfffl Lcomo to...Lcomobo.. Kw Kzz Cm-wCm-zz Cb v swavz swav Function Segment Segment Seament 'Sfiornent .,' •. *. **„ "*"" -i - • - • < ' , , . SejgmenJ: Sepmerit Segment SeSrhent ^ ' s ' ,/ > , ' <" ", ^ -,' » ,1 ' I /I' , , t. ' -. • , » (. '" ; V ts - 1* ' c J - ^ f • " ',- '* ~ •- ', ' Lateral Lateral Lateral ilJfeSL. Lateral J^sMsLLateraljJSt Lateral JJ^_ Lateraljj3ttaLLateral aatafflL Lateral ULi&-LateralJLa&s&_ Lateral Lateral Lateral Lateral Lateral _M feati LateraliaieM. Lateral • Lateral Joint Loads and Enforced Disolacements fBLC 1 • DLL Joint Label L.D.M Direction MaanitudeKk.k-m. fin.rad). fk*sA2/ft.. 1 2 N1 :% - •" N7, i L tl" •' ' Vs Y • Y".' - -.18 )"-.,- ;,v r1 -,1S '•>• • , L RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 27 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) Feb23, 2010 2:07 PM Checked By:_ Joint Loads and Enforced Displacements (BLC 1 : PL) (Continued) Joint Label L.D.M Direction MaanitudeFfk.k-m. fin.rad). fk*sA2/ft.. 3 „ 4, N3- , • . - m - • ,L i. ' ,,. Y . •¥',. -.. . - -.36' -. .-Jtf "... : ' Joint Loads and Enforced Displacements fBLC 2 • LL) Joint Label L.D.M Direction MaanitudeKk.k-ftt. fin.radV (k*s*2ffi.. 1 2 3 4 N1 N7 N3 - " • HS L , r.L .'....' L L Y Y • .. Y Y -1.8 '.1.8. - - -3.6 • • .3.6 . • Joint Loads and Enforced Displacements fBLC 3 • SEISMIC} Joint Label L.D.M Direction MaanitudeKk.k-ftt. (in.rad). (k*sA2/ft.. 1 2 3 4 N1: NS • i N5 L L • - -. L L X.*.- x •.: - X *' X .075. ' • , an .075 . ..'.«, , .071 -•, , Member Distributed Loads fBLC A • WL) Member Label Direction Start Maanitudefk/tt.d..End MaanitudeFk/ft-d... Start Locationrft.%1 End Locationrft.%1 M4 x -.076 -.076 0 0 Basic Load Cases BLC Descriotion Cateaorv X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area (Me...Surface (..1 2-' 3 4'- :Ji< ,.* . .*,*,!" DLa. i'» .. SEISMIC DL LL EL WL ' > -1 ; _ i f * , '•> «- 4 •r . 4 ••:.. 4 4": • i ', * 1 -, "', * ',.- -/', '"' Load Combinations Description SoL.PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL 1 U 1 §L 714 .9 FL it, 214, WL JBTl' 100 y, Load Combination Design Description ASIF , CD , ABIF Service Hot Rolled Cold For Wood Concrete Masonry Footings P.L+LL -Yes_Jfes J^s.YejL Jtes,JSS_ J^L.J^J 0.6DL+SEISMIC/1.4 1.33 Yes Yes Yes^Yes Yes Yes Yes...Yes",< fis DL+LL+SEISMIC+WL Yes Yes Yes Yes Yes Yes Envelope Joint Displacements Joint X[in]LC Y[in]LC Z finl LC X Rotation ... LC Y Rotation ... LC Z Rotation .. LC1 2 3 4 5 6 7 g'vf 9 11 13 N1 N2 ,,-,?,„, N3 • - ", , ,';< N4 ' « , ' - N5 N6 * i?4'-^.'^**-'"-"- N7 max min max wi I max min max JOfe max,. ."''"«K'. min max min max .104 -.299 0 , >W0 .104 "".-^19 *....* 0 tf .112 0 * •" ".ijr'" .158 y 4 3 '4 2 •4 3 4 '2 4 3 4 2 0 •J308 0 ' 0« ' -.002siiCfel8 0@;-*- -.002 0: VMS- ':.«. -.002 3 1 3 ,1 3 f,- 3 2,1 3 •""jA 3 0 0 0 0 0' 6 *• ' 0 0 -s'" 0 x, , Qr -, 0 0 111,t ' 1 •f'1 "1.1 1 -fir: 1 0- o : •- 0 ,: '- 0. 0 , 6 '^ 0o> 0 0««" -gg' t 0 1 1•1-1 • 1;^ 1 '• .f ''1 1'f1 0 Q . 0 •.. 0, "• 0 ' * "'• CF- "< - ^: 0 '• "'ID' f 0 0 0 1 vf 1ViJ^1^rff-^.1',,^SJi 1 1 'Sfi 1 2.475e-3 -9.8486-4 8.7116-3 -2.8S8I-S 5.283e-5 ^^r^Bl- 8.996e-3 vl«SstflfiKS"' 2.0966-4 I 2.0526-2 3.1416-3 4 ' 2 4 2' 4s g 4 "-2" 1 4PJJ", 4 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 28 Company Joe P. Hill, P.E. Designer RHM Job Number T&B 7 ROW BLEACHER SHORT (SHEET A1) Envelope Joint Displacements (Continued} Feb23, 2010 2:07 PM Checked By: Joint X Finl LC Y finl LC Z Unl LC X Rotation .. LC Y Rotation .. LC Z Rotation .-..14 . 15 16 17 19 19 20 21 22 23 24 25 28- 27 28 29 30 31 32 33 34" ' 35 37 38 39m 41 ...42. 43 44* 45 43 47 48 49 SO.; 51 -52 53 84:' 55 S6-- 57 58 59m 61 82 63 64 65 66 67m 69 70 71 72 73 74 75 76S. 77n • 79- m ' 81 82 N8 N9 N10 N11 N12 N13 N14 N15 N19 N20 •; "¥V N21 N22 •'• ; -> , , N23 N24 N25 N27 N28- . .' N29 N30 N31 t °v > N32 - -"-!>••" .' ,'-" ', N33 N34 "•**'" * v\"^"~ " ' N35 N36 > * ,? v N37 N38 N39 <y ' • . N40 N41•" *-."• V, - v *• N42 N437; 7T1" * * _ " '. N44\\*, •„• "«* • , , *,. N45 min max •into. max max min max min max max min max min max max min max min max jflaifiL max min max min max min max fflffl* max max min max "^iHj-: max ~ttia*i max -iWff- max fMft max max »*»£w?mm max max Hih* max min' max Rill*' max min max jmax M^&»>tHHS'- max 'srnin~ max ftllfii max min max iiiHih -.383 0 0 .102 -.295 .045, , ^34' > • .045 • -.134 .102 -:28S .045-us* . .102 X2985- " .102 .104 ' -.299 ' .103 "-•298. "' ' .103 ' »£2fll^ .106 -.313 .104 -.304 .103 -JSMr- ' .102^ " -i298, ' - ' .106 1 '""'fciS*7 .106 -.3,13' ' .106 -JiS ' .106-, -»;a8§ i .106 *'•'-&&*#•• .101 Siltt >5 .107 "'329*. «; .106 **3$ .106 . . -.31E : • .115 *.348~ .106 f- ~ .111 -Jt34- • •• .111.- "CsSs :' ' .107 '. .123- -, .107 '-323?' ' .102• i38J&\ 096* +&8/yf • .097 *•" '2,287 '"' '• .102ft-\ *2BJl£-/i 4 2 4 2 4 2 -4 2 •4' 4 2 4" 2 '4 2 4' 2 . 4. 2•?4\- 2 - (4> 2 "4'2 '*4P2 4 V4 i 24 2 • 42 •'42 If **if 2• '4t' 2 4-2 '4' 4 2 -4' 2 4 2 '4' 2 4" 2 -4>,, 2 '~4 24", 2 ."4" 2j^jjjjj ; 2 ~?4£ -.018 -'• ••• 0 - ,Q 0 -.008 0 -.003 0 -.005 . '„' '.' -.003 -.012' -.003 .-.012, -' "'> -.001 -.016 -.003 --.... -.021... ' , '• -.002 ''-.018 > '1 -.001 *J3/i6''~"''f->i -.OQ3 -.'-JJffiT ' ?, -.003 -.003 - -Ml"--? ?,' -.003> -*J2f -•', -.003-M"fc* -I , -.003 -.002 , . ;»02"3 ' '*' "- -.002..024 1- ;: -.002X-.M3- - *» " -.002 * ' " " ; « iffi^tS^ »•!•?•* -.002 ". •VJSf4'" ' ----- .002 " ' " -fl®^-"' '"<*•• .002 .002 .003 '-.027 .003-jQ21VJ- , .003 '• >' '-J2? - ,"> -.002 • - »jlSi(S - '"•' .002 .OQ3 ' , ^jO^"""i'''< - -.001 -.016 •".'• -.- 0-.^i3;. . < *, 0 •;> .,;- ,,jj$|- :'-#t'^ -.001 ^I'l'-,v<-,fl08 *%ij >-;{••! 1 Jh 3 ' 2- 3 1 3 1- 3 ' 2 4 'S? : 4*j 3- -<| 3 „") -• 3 •'•1 3 "t- " 3" f 3 J1 3 ' 1 3•j 3 3 3 ' »1." " 3 PJ,-* 3 ^2 3f^ 3 :-'*2 3 -4 3 3 314 '. 3 4- 3 -4'* 3 -"2'-i 3 ' 4."1 3 /4' 3 .'1?? 3 3 fs<$A 3 fjj^ Q ,. 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 Q 0 0 0 Q 0 * ' 0 0 •* Q 0 Q 0 0 ~ 0 0 0 -" Q >' 0- - 0 /; 0 0 0 0 0 8 0•/. o 0 •J 0' - 0 ' - Q 0 0 s 0 j ,- 0 -, . 0 •2> ' ft, . -- 0 v (J>, 0 >*•" QL"v> - 0 1 '1'1111111 1 11 11111'- ' 11 ,11111 1f1'1 "1f1.•ft1- f.1 : 1' 1'"ii/v1•i1f,111t1 V1 11111 11111-1 1 : 1-1:11 0, 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 ' '(F'. 0 - VQ 0 0 0 0 0.(:.&. 0 0•to " 0 ' . -0- 0 0 0 "' "" - lif^' 0 0 0 0 0 0 0 •- 0 0:- .0 . 0 ,0 0 '" ~'i 0 0 , ,:- 0 ' 0 •-"0% 0 J&* ;<., 0 i . fjfii ' j. • 0 ! " "-"'Hi' ' ' " 0 , • .fi '"'•'"" "-T.11111111 •1111111111 •1 *1f1IY 1t •=11111ij1111-'11-'1r'ip--111v11111 f11 -111t; 1 1 1 11 1 1 1 ' 1 *-$5 1 'h.,6 ; 0 0 0 0 0 0 0 f 0 0 0 • 0- 0 0 0' o •- 0 . f 0' 0 - 6 ' '.... 0 •' . o1 0 Q 0 0 6 0 -Of - ',•• 0 6' ; 0.(jv; 0 l 0, 0 * :0\ -' 0 "I'd '"<-""•' 0 • -' Ck-»" ' 0 - ''(k X . 0 -J • '0- .. 0o <--' " 0 • •' v 0 . ' 0 0i-. -o- -',-•- 0 > •! 0'; • 0 0o .> Q( '. 0 "H .. G- - 0 0 '- OP K>'' 0 <•* . fb W f ,_ 1f " 1 11 1 1 1 1 1 1 1- 1 1 *<1 1. 1 1" 1 " t 1 "t 1 1 1 • 1 1 4-^1 1 1 1A' 1 ^•fe' 1 'I*fy' 1 ••-(*• 1 1 1 1 1 1 1 . -1 » 1- .t.'1 "1-1 •' 1-1^-f/1 - t- *! 1 - '1<\ 1 -1*1 • -1'-^11-' .. LC -3:4666-3 2.0216-2 -6,7946-3 2.474e-3 5.0236-3 ,«l»fifii-S 5.445e-3 "*^ 74*16-3' 6.776-5 L-; 5.642e-4 -iOSSife[•/ 7.953e-4 -4.0796-4 3.086-4 -7.148&* 5.28e-5 -1;348e-4 5.959e~4-t.673e*4 3.0376-4 -9;203e-S 7.874e-4 -2.0226-4 4.1376-4 -8.947e-S 3.684e-4.( ^* §j^3*^ 1 .834e-5 |-,i^07S4* ' 7.8746-4 5.6?7e-4 «lJ4S9e-4'i 4.0246-4?^E3§?i.-t* 6.445e-4 •.•J«tttt)4, 1.998e-4 *-8.tt8ei4 « 7.456e-4 -i 18646-4' 5.9046-4 « "L3^<I5'4$'*A^I° ,TTT»« 1 SJKR*T . 4.0316-4'-^niMii 1.8146-4 •?«3;02^S " 1.196-3 -4:083e-4 5.494e-4•ui:m«- 1.196-3 -4.083e-4 1.5036-3 '--'f^lSSiS-!5- 5.9046-4 l« 9.562e-4 1.5266-4•:^mmm 7.8366-3 6.99e-3 «S2&KSfe®^ 1.1536-4 I---5 •' 2- 4 4 2 4 2 4 2 3 ' 4'. 2 '4 4 2 4 4 3 4 Si 4 3' • 4 7 4 --'3 ' 4 4 '2" 4 4 * S 4 4 "813 • 4 -• 8- 4 • 8 4 1 4 4 '2 4 3 4• ,2^' 4 '"' 2 4 4 -"•$• 2.-.-4- 4 ,;2 4 f-,2*.1' 3 -4-" RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 29 Company Joe P. Hill, P.E. Designer RHM Job Number T&B 7 ROW BLEACHER SHORT (SHEET A1 ) Pni/e/r»pe Joint n/^nfacpm@nfc (Continued] Feb23, 2010 2:07 PM Checked Bv: Joint Xfinl LC Yfinl LC Zfinl LC X Rotation .. LC Y Rotation .. LC Z Rotation ... LC 83 84 85m 87m 89 90 N46 N47 N52 '' ' ' N53 max 3site. max min max '•Met... max min .106 -.318 .104 . • *.3. .104 -J303 .1Q4 ~J04 2 -4'" ? 42 4 ? 4 .003••• ;.Q2* - ....... -.002 -.011 -.003 -J21 -.003 ..021 3 •4- ! 3 ? 3 1 3 1 0: 0 0 0 0 0 0 0 1111111 1 0 •, 6- , 0 Q 0: 0...: 0 0 11111•f11 0 0 0 0 0 0 0 0 ,'« 111' t11 5.278e-4 ••%ift»4 1.108e-3 , -4 isfm&j*. ji y •> •S3**3QQB'>** 4.137e-4 •A947e^ 8.26e-4 -2.114&-4 4 "Hf 4 3 4 • » 4 3 Envelope Memher Sectionforces Member Sec Axiairkl LC y Shear[k] LC z ShearFkl LC Torque[k-ft]LC y-y Moment[k-ft]LC z-z Momentf... LC Jdl 1 max 1.98,1 J3Q4-JL JL 9 J.J. JL JL ±± max 1.982 .048 .043, JL JLmax1,9.84 .048 ,.092 ,& 1.994 .087 .094 min max .087 * JQ mirr . ft. 11 JU2-max .3.96 £L "JJ '0' 13 max 3.984 .073 .1Q7 M.-^!2J__15 max 3,986 4K3-.M&,6-. SL max 4.01 .091...JllM1 . _19_max 4.012 ML •&,*• 2L „ Ml,,max .3-96 %L Ma JL 23.max 3.956 .053 ^Q12 M.±.25 M fljax .3.978 JJ41 J114. J241 J88 max .3.991 J17_mia vK2tv JiJlJVli-flJSiS,1,98 ,004 32 Jfc 33 njax 2.017 az_JffiMrttilne 35,max 2.069 /L42 at:^4.JL max ML -OSHaJL 39,max ^28 .327 40 min J01 41 M5 max .044 .05 .09 A.^M^J2±_ 43 max .044 .049 .028 1 •Mil''0 . 45.max,X)84.J4J_ 4S 47 ma 528 .OQ3 48-min '-JOT 49 max .084 .027 .017 50 -.012--'--' M.Me 435_.08 .17 &.-Q .->'-.*53 .035 .071^aBTrmax.035 ...,091 .1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 30 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1 ) Feb23, 2010 2:07 PM Checked By:__ £ni/*?/opP Mr*mh(*r Section Forces (Continued} 57 §8" 59 6061 62 63 64 65 68 67 68 69 70 71 7*73 74 75 77 78 79 89 81 82 83 84 85 87 88 89 90' 91 92 93 .&$"< 95 97§8- 99 100 101 102103 105 -1QB i 107 198 109 110 111 112 113 114 115 •1K9 117 119 1W-*•21 123 "12*', 125 Member ' M7 M8 •' ' • A .- , • , - , M9 - '.v.'"', » ' * '- ' -, ,*• < ' ... M12 :, ."_*-, ;. » ' ,,.-•*. <$'•:/ . j. -3. -.•-•: Jf V • -.. l-.:' .>' M14 - M15 i * ' • M16~Ji,f~fi,"---> ~ ' * 'X-S" /<•*"' Sec 4 5 1 2 3 4 5 1 2 3 4 , *, 5 1 2 3 4 5 1 2 "Xs 3 4 5 1 2 3 4 5 1 2 3 4 5 1 ! ? 2 3 maxmin max max min maxmlft max max min max mfcfi maxmln- max min max min max fflW max•mW max min max min max min' maxwinmaxminmaxmin max.min max max lite min max mir* max _ad& max maxmin max rnln max ffMt" max riiin max mfn max win max max mini max max Axial[k] .005 .005 •.QG9-- .017 .017 .018 .018 -.018 .019 -.014 .157 ..047 .157' .05,: '•^OfiS'* .056 ..xfciWv .056 .02. -.003 .02 •:. -.003 .02 .02 '.%Q02 .021 -.002 .11 ..-kttM' .11 .097 ::" *-.flSBf> .097 .097 *', ,i.029 .062 -.BSS > .062 .062 .062 A..-.JMB.- .062 • 'tfjOSl .015 .014', tiH - .056-SI-. .055 0: o\ v 0 .045 "i^fll " .045 1C •'4 4 4 4 4 •4-' 4- 4 "V4 4 1 3 -1 3.^-,. 4 fl- 4 " 3 4 '•3 4$ 4 7 ''4 4" 7 ,<4'-'7 •41 •'4- 4 • 4* •4? 4~ 4 4 ft 4 4 '$" 1 t- 1 4 4 y Shearfkl .089 .087 -J341---" .044 ' .-014- .044 .044 -.014 .044 .044 .053 ". -OOfi? .051i ajQrf ' .009 ' -'008' -.005 •-014 f -.007 -.flit .02 -.046 .02 -.048 .02 -.048 .02 -.048 .02 .0?3-Jos -> .032 Q23 *'" -OOX-",-"1* .022•?-n*!otSb>'' .02 .016 - -922'" .016 .015' • muse • .014 .013 -J32S- .017 -J&44 ""'- .017 •' "vSi^* < .041 .041 0 ' -'• fl-K-'. 0 ' ' OJMv?- .12 .12 1C 4 4 ? 4 ? 4p 4p 4 4, *> 4 3 43 4 •3 3 4 3 4 4 ? 4 '•<?• 4 Jf 47 4 4 4 4 4 4 *&7 -4' 4r 2 2 4 2 3 ;'4*-( 3 '3-4-"' 3 41 4 4i?ij 4 'S'< 4 z Shear[k] 0 fl 0 • 0 0 0 0 0 0 0 0 , 0 0 Q 0 0 0 0 0 0 , 0 ,0 ' '- 0 " 0 0or 0• "-b 0 ' ,-0* 0.> o- 0 •. -...0 0 - - 0 0- . o '• 0 • Q ' ' 0 0 0 0 0 0 0 ,, 0 0 ," Q ' - 0 .N 6 0o-, 0 Q - 0 '•s'iO • 0.r-U /..-.... 0 -i -....0--.. 0 0 0 '' 0- " 0 --' , Ov- 0 I 1 11111•1 •1 . •! 1• 11 '1111 1111111 111 , i 111'"1 11111-11'11•1'•1•1'1 1..•1 - 111•1<111 r, l I i • • r ' •• ' . Torque[k-ft] 0 • -0 : 0 0 0 0 0 0 0 0 0 0 - ,- 0 0 0 0 0. - a • 0 0 0 , '-0 ', 0X ' o .< - "- 0 6 0 0 Q'-'- '-. 0 0 ; 0 Oi'-5'- 0 0 0"irj Q' , . 0 • \ 8' i'i»" 0 ' • . 0* •*-'- 0 0 . -0 0 ' 0 . 0 0 0 ' ' - Q .:-;. 0• :. e . '- 0 0>• i • , b-, 's * 0 '••ft!- /- 0 0 0 -" "*'0" 2* 0 1C1111111111111111 •1111111 4 1 1 1 1 1 1 1- 1 1 1 TJ 1-*•<? 1 -^1 •1 '1 11 1 1 11 "'11 1 1 1 "T1 1V 1 1 .-f'« 1 < H| ,* 1 •1 1 y-y Moment[k-ft] 0 r Q- 07 6 1 ." 0o.t - 0,'.61 : ;-. 0 .5- 0 • 0o.f 0 0 0• Q - :- ; 0 0 0oKr, 0 0' • U- 0 '• '-" - 0 ....'« . 0 0 - - • ' Gl'il ' • 0 -' - &-.*•' 0 0". -, -ot-fr— 0....„.:. Q 5 :...:. 0: • . *"••.'->, 0 -'. '; '-*. -Q-J-» *«•<)" 0-f?.: or-?--.. O|,&H .• 0••:: ol " ^ 0. • -' --ffl -'• I : 0o , - :• 0 6i* • 0 • Ol' •' ' ' 0 0• • -oi, > ^ 0 -.-_:• ' •• Bl.. 0v ; * ,- 6| , • ---, 0--. «*.-' .'I 0•'-~5r oi* ^'s o v',"."«>-. • 6T 0 1C11111111111r-1111 11111r11111i111111111 111'11-111111t111, 11111 '1111 •1^^ •1,.,^- 1 z-zMoment[... .023 -,$76 ' ' .074 -.188 .057 -.019: •027 i•< -Jim .001 -003 .011 i ' • ' ".033"" • .021 -.083* .062 -.012 .002 -.018. 0 0-Mr .023 ' .004 ' ' * .006 .003 -.008. .002 .008 -1003 .015 "-" -.008 J - .028 ~JDWRl 0 -.064 C * .023 - •' «'-i.QQ8 * ' : 0 •*• . ' .0 ,""• .008 -JQ2I .016 «»:027,-, '" .008 , -JD16 0 .008 '"-JSXff*-' '• .021 "-'iJEH*!-: .01 .004 • - '-SWW-'f .01 .015 ;• ""AfliHS T ' • 0v >,^|:<XT Q l0tSQS!(fc .028 •i'f'i&'fflffflfci. .005 1C 4 4 4 4 2 '-4 4 4 4 ft-- 3 4 3 4 4 4 '',ft' 4 4 2 4 2 4 4 4 5T 3 4 4 "ft'42 3 4 4 4 3 4 4; 2 4 2 3 4' 3 .4- 3 4 4 1 1 4 4 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 31 Company Joe P. Hill, P.E. Designer RHM Job Number T&B 7 ROW BLEACHER SHORT (SHEET A1 ) Envelope Member Section Forces (Continued] Feb23, 2010 2:07 PM Checked By: - 12Si9 127 128 129 131 133 1345 135tar 137 18§* 139 140 141 142 143w- 145 14T 147 148* 149 1S0F 151 153 155 1W 157 158^159 1«T 161 163 164 165 * t6iSB 167'f^p 169 I'TQf 171 172 173 •1744 175 178*- 177 179 18ft? 181 183wr 185- 187 189 rHfflp. 191 9& 193 JS&i Member M17 ...' .*.<>. M19 - , ''i.'i !f,<f"j. *' *.'."j M2Q ' • -, •'•- .• '*•„ „ • •* M21 Jf s!~ -•' *- ? -" ";lVi'i..' 5,f,!» ?j! v, 7 * * '!&&• ,, '• ., .S/Jw ,. ,.\ M22 *' * ' "- .«, ,-A • , • . , M23 . •• " --,.-" -'• t " . ~> ~ ' ' ' ,V M24 >!,< - •;£,;! 'i'f ,,.4^-VS-^l Sec ; . 4 5 1- ' 2 3 4 5 1 2 <5* 3 #- 4 5 ^ *' 1 2 3 4 <. • 5 1 • '•*';2 3 4 ,*V 5 1 - ~f 2 3 4 _5-•> 1 ,'*, 2 3 4 5 v" ". 1 »>a° * 2^M min maxmin maxmin max min max info. max min max rWrv max fflfa max min max wtlrr max JjiiL max fflm maxmin max max max jail max ffiW max max min max max min max min max max jsita. max rnin max min max min max Wft max max maxwin max maxmin max friiri max Wife Axialfkl • *iOQft.f .046 -.009 .046 -.009 .039 , -.008 .039 ' -.008 .039 -.008- .04 .04 -.007 .165 -.041 .165 .165 •t.041 * '' .165' .-.041 ' ; .165 '--.041".. .075 -.064 .075 -.084 .088 ~ ''^11*, .009 -.033 .009 .139Mr .139 .17 >• •ifrM"'*. .153 .004 .153 .004 0o •- 0 .001 0 v .052 .052 .033 .033 -.009 .033 .033 >,-JOf». • .034 0;.„, QI •, -s,<. 0^'AO'-^'-i LC •3* 4 4 3 4 '3 4 3 4 3" 4 4 M 4 3 4 4 'jj 4 4 3fi> 4 4 2-4,, 2 42 ''44 •'1- '4 4 •1 -' 4 "S? 4 1 1 1 •$, 4 4 4 7 4 4 '? ' 4 4 "2" 1'i<p* 1aa v ShearFkl .12 .12 --02S .107 -.633 .107 -.033 .107 -.033 .107 .107 -.033 .055 .054 'iUHB' .053 •,01s--'' .052 .052 *:Q17 .052 .05 .014' * »,oi4 ,011 ^014'' .009 .Q5 " * -.031- ' • .048 .026 i4»'§ .012 t "*.0Q8' .01 ,. «xrt'" 0 0 v . Q 0 ..- Q ' .155 -J084 .155 ' -j0^4. .186• ',.,<|2j • .186 sJJKfil, .186 •».4^', .186 .,..'-.123 . .186 -<-**tft^ ' Q *J 5»flfe 'v»" 0•-•"' $'"*"* 1C 3"- 4 - 3 43 4 43 4 3 4 3 4 t3 4 4 3 4it 4 '8 4 3' 4 •Si 4 LjZLJ 4 2'2 4 4 4 2 • 4 4 2- 2 >- 2 '4 4 3 4 ,1 4 3- 4 4 2 4 4 4 4 4 •#* 4*>•*{ 4 j&j z ShearFkl 0 0 " 0 0' • 0 0 0 0 0 0 0 Q 0 0 0& 0 0 \ 0. .... 0 0.a 0 •0, ..', 0 (j7* - 0- 6-r . 0 -Q 0 0 0 0o- : ? '- 0 \ 0,J! 0/ -a . 0 0 •• 0 0.0 :.*- 0 0 0o. ::.. 0-a- " 0 0 W... ' 0w 0 0 0 0,,'^lB v'-» 0 '' ;^'--'J LC,,;i:1 •1.4 111 1111111111,111; 111 g15 1-t-<1•"•1111 1*111•1"111 •'11r1 $,k 1 ,.f. 1 1: 1 •-1- 1 1 1 1-' 1 1 1,.f 1 1;, 1'1,1 11•4:' i*'/« 1 4'i Torquefk-ftl 0 '• 0 , " 0 ' 0 '. 0 , 0 0 •0 0 0 0 0 0 0 0 • .0? 0 0 -' •''• 0 '. *' 0.-,' . 0' .: 0 , ;* ', U^-. 0 0 v -i 0 ' .' " 0; ' 6>-' " 0 - 'Q ' 0 0 0" - 6 '. 0 0 '£.- OC: ' 0 ^ .. 0 •• -1 0 6 0 0 0> "."'»0 " * 0 " 0 - 0 0: :: 0 0 0 '<'£.. 0' ' 0 0 V..O. 0 0 0 0 .(»' « *!&'* '; '• * 0 LC 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1' - 1 1'- 1 1 1 1 11 1 f 1 • -| : 1 1 1 V1-1111 11111 111 ' 1*1 : 1', 1 '1 1 -f - 1 •1"1ua V-Y Momentfk-ftl 0 0 0 .. ..- o ' 0& 0 0 0''&'• ' 0 0. '" 0 0 0 .. 0 •. 0 '*. 0 ,'? 0 - *; ^ 0,. ,^ _' i o •-, 0 '".' 0.," r> ; 0, - . o' . 0 0 0 .'Q..,. 0 Q -- V 0 -;.. ' .. 6.: 0 '',*.&* 0 .. t ,/0V:, .- 0, , -,-Q, " 'lv' ~- 0 ,0-. >4 0o -,-• .-o . Q ... •- . r. 0 3 0 0o- 0 , 0 0 . 0"- - '. '•'• 0•:_ <.. Q: •' . ,, 0 ^ :i '0.,. •.._ ... 0 0 0 xl"//,-/ d^-' ,>)*" 0 ft*'< -'* *0 • ." ' < ^ 0- •» .'-ft- 't'l-i- .-««..!.*««.....•. .i *...! LQ 1 1' 1 1 1 1 1 1 1 1 <( 1 1 ' 1 1 .-$ '•'* 1-41 11•'•\-\ 1 -*ii1*1 "11 -1,111 1• ^?, 1 *.11 '1-1 111t'1-1-111,11 1r.1•f-'1-1 -1t '1•-1-1tas z-zMomentf.. .002 .007 -.1042, .017 0 'KUDOS' .002• -• ..jijrtjj. .007 •- ' -J&31" ' ' .012 .056 .029 .003 *>'. -; iCflfl^'' •'S .007•-*. -yffiMi:. .015 " ' - - «ydS " ' - ,055, .008 .Q02 i '*.QGiS'. .006 '•'SS/Q&'1 .014 .045 .014 ' ' .« 028; ' ••' .001 '"^002, « .006 ;,'\ tCfiQK'\, ^ .006 0 0 0 6 , 0 -JMM, .03 .017 0 .006 .018 .031 •>? -s^OBBiJ*.''- 0 ^^•fll-JQv i»fj» 0 ^^9^,r:;,,J LC -2 3 4 3 4 43 4 2 3 43 4 3 4 43 4 3 4 2 3 •'4 3 ''4 4 2 4 2 "4" 2 '4'" 4 4 22 4 2 •'-4* 2 4' 4 i2L.1 . V 3 4 34 1 4 4 4 1 2 "4' 2 4 2-4 1 *'t~' 2 -4 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 32 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1 ) Feb23, 2010 2:07 PM Checked By: £/ii/6/oD6 M&mhf*r Section Forces fContinuGd) Member Sec AxialFkl LC v ShearFkl LC z ShearFkl LC ToraueFk-ftl LC v-v MomentFk-ftl LC z-z MomentF... LC 195 198 197 190 199 200 201m 203 204 205 20$ 207 208 209 210 211 212 213 214 215 217 218, 219 220 221 222 223 224 225 226 227 229 230 231 233 234' 235 236 237 23$ 239 240 241 242 243 244 245 246 247 24&? 249 251m 253 264 255 256 257 Ajgjfe *ZSS- 259 261 262 263 - - M25 < * M26 •* , x- , *, M27 v" " M28 n 3" ~ * \ M29 < - M30 V, & c '" t *" ** * M31 ,; ;-*,, • ,- -_( 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 •f 1., ; •>' _^J max min max max min max min max min max max frfft max min max irtrt maxjoin, maxmin max JBHL max UlfiV max mirt max •mitt.max.uis.. max min max min max min max min max min max min max itllH: max join. max min max max min max max min max fWf*max min max Ate maxmin Irihf max .053 -.032 .012 -.008 .013 -.004 .036 -.024 .036 .... -.024"; .036 -.024 '•-•, .036 -.023 .037 -.023 , .166 ' - -»j09l '" .166 *&&i"' ' ' .166 .166 .166 ' -.081" .155 -.084 .155 ' -.084 ..' .155 --.. *,084. :: .155 .155 .-.084 ' .15 .15 Vf9Si'*-' .15 -J18& ''.'•' .15 • <jgg'- >" .15 -M 99"*" ' .131 -.228 : .131 -.228 • * .131 -.228 '• .131 -.228' .131 .682 .681 • -.;28*^ .68 .68 "•281* • .679 $*-><** jgikig - .112 ''"^.088*'>, .113 4 3-1 3'' 1 3 4 4 4 4 ' >4 ' 4 4 -'2 4 4 4 ? 4 *2 4 -f 4 2 4 4 2 3 4 3•>4? 3-•'4< 3 '43 -4; ? '4" 44, j:4'-;> -4-v ? 4< 4^;; 4 »f*C 4•j*,'. 4 4 ''IT2,;-4A _2_J .166-:G§I .012 -JM4 .012 -.014 -.002 -.022 -.002 ..-.022*:' -.002 -.022 1 -.002 -.022' -.002 -.022 .051 .051 ..034 .05 * -.03* .049*»*1S3^i .049 -.038,, .05'-m:-: .Q49 -.028 .048 -.029 .048 . - -.133*'.... .047:- 03 " .005 -.002 .003 -..66* . 0 -.006 -.001-;oo&:- -.003 • -.01 -~* .068 .065 -.018 .063 ..022 .061 .,024 .059 -.026 .011 ', S'v'< .009 -002,';'' .008 "''-.dffii*-'' .006 *?-'''» OCPtv - .005 ¥i-;OflV-" 0 i £;OflV .) 0 4 4 43 1 31 3 1 31 31 3 4 3 4 3 4 •3 4 '34<} 4 4 4 2 4 2 4 __2_ 3 4 3 3 4 3 4, 3 k 44 4 4 ? ' 4 4 7* 4 2 4 '?' 4 "2- 4 ? 4 2 • 3..$• 3 0 0 0 Q 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 - 6-:l 0 • Q 0... .- o. ...:.: 0 ,0 0• .*•, 0 0o: 0 Q 0 ff" 0 0 0 Q 0 ,0 0 0 0 0 0 0' o,- -.: 0 . % 0 -.-.-.... 0 0:.?'&•; 0.»*' #\ 0 1111111111111111111111 11 1•j 11111111111111 " ' 111111111 1111111114 1 11>1^1 1 '1 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 '•" 0 ' • 0 0 0 0 0 ". 0 "* 0 0 . 0" 0 0 0 0 0 0 0•o .• 0 •• .'0 0 - '.0.'.., '• 0 • ., Q.f- .. 0' •- 0 ':.-., . ' 0a 0ff 0 ' . -0 - - 0 0 0 0 0 Q, 0 0 = 0 0 0 0 0 •_*• 'Q ' 0 0f -- ?* $ :• 1 0 11111•1'1'1-11'1•1'1'11 , 1 1'111'•1"14 1'1'1"•1'1 111 1 - • 111'111' .': 1"1•11''11•'1 - 1 -, >'•• •'1 r,«1 1 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 1 0 0 0 ' 0 0oi 0 OJ 0& 0' -.< o -.. 0• o , 0-; o 0 '.; 6 0 ; ' -0 ,r '- 0 ' - -0 0 0 0 0: 0 1 ;' < 'ff . 0 D 0 0 . 0 0 ' ' 5; Of 0;• -B| • 0 • -Q 0 ,', -. • ft1 < • 0•». 'iff 0 ** . ol---''* 0 1111111111111•11'1111• t1f11'11111 11111ff1.1-11"-1 1 • f -"111111111•t1 1*1 t; 111 X1"'1 -.1-: 1;f41It1 .005 ,-' -.003.'... .006 -.013 .011 -.02 0 • -.003 .002 f- -.002-' .003 , i.001 < .005 ' ' OP- .007 .046 .021 •", -.Q)M; .008 .025 .043 .044 " -J02& ' .019 - -.012'. .003- ' -jm - .017 .032 .006 0 — ^x-Ott?1* ~ 0 .011 .025 .19 .091 -'. -.033*-' '• -.002 .032 .069 -.189 .04 'S,~ -.01- ^ .024 ''-JBOSfW' • .01 '.* ' '«4Q6§!'! " •- 0 •-• •*--5',dG2<V; ; .009 iitl?0l2l!' "' 0 %"K*;Q63Sr' f- 0 1 3 2 4 3 4 1 4 2 4 2 4 3 4 3 4 4 3 4 3 2 4 3 4 3 "4- 4 2 4 2 2 4 2 4 2 4 3 4 3 4' 4 3 4 34 3 4 2 4 -2- 3 4 2 4 2 4 4 4 2 4 '2' I 2 2-4.', 3 .4- 3 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 33 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER SHORT (SHEET A1) Feb23,2010 2:07 PM Checked Bv: Enveloe Mem her Section Forces Continued}l& Member Sec AxialFkl LC vShearfkl LC zShearfkl LC Torauerk-ftl LC v-v Momentrk-ftl LC z-zMomentL. LC »*<> 265 266 267 268 269 270 271 .272. 273 274 275275 277 27$. 279 2$0 "'•.:.- * f. M34 >i< 3 4 5 1 2 3 4 5 rnlri max mlft max mlnmax minmax mto max fflfrt max mift max min max mh :....- mt • .113 -M7 .113 -.087 .114 -.086 .12 ,.d2S .12 -.025 .12 -.02S .12 -.025 .12 -.025, :4- ? 4 ? 4 2 4 4 ft1 4 3 4 ,1 4 ft 4 3 -.002 0 -.002 0 -.003 -.001 -.003 .045 ,.--JM .044 -.011 .043..011 .042 : -.012 .042 -.013 1 3 1 3 1 3 1 4 3 4 3 4 ft 4 '3 4 3 !....o.:-.r : 0 0 0 0 0 .. . 0 0 .... -.0 00 0 0 0 0 0 0 '1-1111111111111111 -"&!••... 0 Q 0 0 0Q; 0 0 0 0 0 0 0 0 0 0 t11111111 •1"1 . 1 11111 0 • 0 0 0 ,0 '< -™. 0 0 0 0 0 0 0 0 0o . ' : 0 0 -•1 .1 11"T-1111111''11111 -.-: -»:oos - .001 -.032 .002 -.002 .004 0 .038-.oos .016 i.Q04 .001 ^.GOfi .007 ..02? .013 -.048 42 4 2 4 2 4 4 34 3 3 4 3 4 3 4 Envelone. Joint Reaction* Joint XFkl LC YFkl LC ZFkl LC MXrk-ftl LC MYFk-ftl LC MZFk-ftl LC 12 • 3 4* 5 fi 7 8 9 10 N2 N4 N6 N8.* • , . Totals: max jgt. max into max iirt maxmin max min .074;•..' -.cm .067 -.028 .261 -.085 .309 -.088 .712 J -.214 4 •'3' 4 3 ' 4?v 4 •5?' 4 8 1.996 :...J39 4.012 .361 3.991 .215 2.228 .384 12.021 1.098 1 3 ?,v13 2 8 1 3 0fly. 01 o 0 - Q 0 0 0 6 1 •1 1r1111 '11 0 0 0 '... '' b ' 0 0 0 0 , 11111111 0a 0 0 0 0 0 Q J 1 1 1 1 1 *1{ 1-.•f ', 0«' 6 . 0 0 0 ' : 6 • ' 0 ".-...' 0 '• . v, • • 1111111t Envelooe. AISC ASD Steel Code Check* Member Shape Code Check Locfftl 1C Shea..Loc[..DifLCFa fksi FtfksilFbv-.Fb z-..Cb C..C...ASD .. M1 1.625".2.889 .015 2.889 35.661 39.9 43.89 43.89 .6 .6 H1-2 M&.jm.I44S ±fjbl M3 1.625".984 6.17 -£§5 &1ZS 35.651 ma.43J9 43.89 .6 .6 H1-2 .732 «.35.6S 43,89 ,85 H1-2 M 1.625"....157 .009 16.305 39.9 43.89 43.89 2.3 .6 .85 H1-2 3S.9 43W ,85 H2.1 .375 2.741 JUfi,2.3 J3 m H2£L A3JL .026 H jm. .594 i38.543 ma.43.89 1.405 43,89 H1-1 2.3 A m HLL2. JLL ,080 ^§CL 1.SS8 0 JQ1 33.566 ma 43,89 43J9 2,3 A J5,H2£L J21 M1S JM.3JUOJ 13 M16 .625"...075 .776 .021 .113 38.03 39.9 43.89 43.89 1.75 .6 .6 H1-2 J4_.084 J5.1.625"..407_.QQ9L l3^ss56g ma,43;,89.43,89 ^a.^.M H1-2jm.A 1.^7 Mta.17 M21 1.625"...113 .009 11.323 39.9 43.89 43.89 .6 .85 H1-1 J8_JM.1.484 JJ2L Jit m&jfl.M23 .625"...0993E .396 ,Q32_39.051 ma 43,89 43.89 2,106 A 476 HM.^L ,1,435,,,j£2,042 43,89 Mli 21 M25 .625"..013 .396 .004 39.051 39.9 43.89 2.052 .6 493 H1-2 22 ,102 .009 33.565 23 M27 .625"..100 .009 33.565 39.9 43.89 43.89 2.3 .85 H1-2 JL J^4_J2Q2_4!liJ 2^7 IJM. J^M29 JU625J .343 J212.1.1.322 39.9 43.89 41.89 JA..85 HM 27 M31 .027 43.88 2.43 .001 2.43 27.861 39.9 43.89 :4Ut.Hl-1 43.89 1.896 .85 H1-1 ?*"sm 39.8 43.83 43,89 2.3 H1-2 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER SHORT.R3D]Page 34 -3.96k -3.96k -3.96k .075k ..076k/ft Loads: LO 5, DLtLLtSEISMIOWL Solution: Enwbpe Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP NODE.MEMBER AND LOADING LAYOUT Feb23,2010at2:10PM 7 ROW BLEACHER LONG.R3D t I I f I i I c J {!• II * • II ti tl ii II il If Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Global Display Sections for Member Calcs Include Shear Deformation Area Load Mesh (inA2) P-Delta Analysis Tolerance Hot Rolled Steel Code Wood Code Concrete Code Number of Shear Regions Biaxial ColumnMethod Concrete Stress Block Framing Warnings f ~J'~ YesHL144 ,12 0.50% AISC: ASD 9th NDS 91/97: ASD ACI 1999 PCA Load Contour Rectangular No JJot Rolled Steel Prooerties Label E Fksil G Fksil Nu Therm A1E5F) Densitvrk/ftA31 Yieldfksil 1 2'--** 3 5 A36 Gr.36*••' owsa^teffi -*v. - ..^IHMMM A500 Gr.46 29000 ,1 280oe->-: 29000 •' 23000 29000 11154 3:-1MM..' .. 11154 : 111154 11154 .3 " j.3 ,... .3 .3' .3 .65- \- . m • . .-. .65'v"jB8 ''''- * .65 .49- -: j& •'•:.:*.' .49 v- ,-'-• " .49'' '•' * .49 36, m 50 " >.4i2" 46 Hot Rolled Steel Section Sets Label Shaoe Tvoe Desian List Material Desian Rul... A Dn21 Iw Fin41 Izz fin41 J Fin41 Column"rjJWWfe ^.Pipe A572Gr5Q lyplca!^34 ,128 42&,£57_ ff.: 3 I CROSS BRACE 1" OP x 0.073"VBrace Pipe A572 Gr.50 Typical .213 M3_.023 .046 Joint Coordinates and Temeratures Label Y[ft1 Z[ft1 Temp [F] Detach From Diap.. N1 0.291425 9.577033onoasTO JLJ_a J^O-6.292804 9.577033 4*1 JJ5_11.791425 9.577033 •-.. J 0 N7 17.791171 9.577033 Jfii k 23,79142§.9.577033 Jfi JIM :-..-o N11 29.791425 9.577033 M12 13 N13 35.791425 9.577033 N15 41.7,91425,,1,577033 17 N17 9.57703 19_N19_5?f?§U25 9.577033 Jl RISA-3D Version 8.0.0 tC:\Proj'ects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 36 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked Bv: Joint Coordinates and Temperatures (Continued) 25 26 27 28 29 30 31 ,,,,32 33 ,,,,,34 35 38 37 38 39 40 41 4243 44-^ 454e 47 48 49 50 51 82 53 M.': 55s§ 57 ,99,', 59er 61», 63 6465 66 67 6t= 69 7$ 71 72." 73 74 75 76 77 7& Label N25 : - N2& • N27 N28 N29 "N30 N31 N32- N33;• - r«ai N35 *t38< ' N37 N38' N39 N41 ; - ;. ~ N42 - N43 ., -' /.:•- <N44" N45-.. ..»<*>, MSB < < -, N47 - * - " ". 'MSB - - ' N49 ?f ''-'.'.*«.' N51 -. t, ;,NB2 -" N53 .... ' - 1 -. N54 - ..-..- N55 * • * wB8 N57.. ...-.-.. ,• -:m8 . N59 -. •' >.:'. ;.N*Q. , ' ' N61 '---',' ' : ,N82 ' '• N63 ..-.' -Sliti'.UH ;:< . '•" N65""-•- . j^Nafti .' •>• -• •, N67 * V-. KIM ' ' N69 ' ' ! NTS ' ' N71 .:... . : . • * mZi .- N73 - /'- .\ . N74 ' , N75 ., me N77 • 1478" , . X[ft] 0.291425 .'• .'0,291425 : 6.292804 0.291425 17.791255 11.79J536 17.791505 11.79168? 29.791469 .„' 23.79*836 .. 29.7916 -23.79188? 35.790046 3&781S67 41.791425 47.792804 : 41.791425 , »8&.2912S8 53.289876-* 69.291286^ 41.791425 ' >47.7»$KM-. »* 41.791425 ' S9.2S«f 53.291667 • 59291 SOS 6.292804 11.791488 6.292804 . . ->M4.«Hfl ?-•/,... 17.791255 23.7S1468 17.791505 •.....•...•.23LJS1*' 29.791469 :.m?.»N8i.-', 29.7916"-'• ss;7fii--xi'* 47.792804^"sajaafiitt^ '-. • 47.792804.'•"•I8aafliitfx>" . 3.292115 3i2921tS 14.791552 r14.7M382 26.7916 • ,:-.2«:?8f4^ •' i 38.79151? .t. r;-3ft7»«*lr"." - 44.792115 "--•..44,782115- 56.291552f -o^ian Yfft] 5.816042 3-64907 1.388762 1.388959 5.816494 5.817314 1.392875 1^3651 5.816539smj&s 1 .392875 1.383618 5.816042f*^b9fifti 8.072237 S:81S84S- 5.816042 fij81^iS 5.816042 SX5f 2237 3.649267 4<M287S 1 .393072 1.392678 1 .393455- M&m : 8.072237 8:672286 3.649267 *; 3.64942*9* - 8.072885.; 8,GmxB2~ ..'...... 3.649267 &.848148 '--,'. 8.07293 8,071701 3.649267 3,048682 , 8.072237 - s:o«^» ?.649267 - f 3!64iE Sl'S" 2.518916 6.944041 2.521152 6.94439 2.520812 2.520877 2.521071 ' 8.944041 : 2.520597 &J943741 zrtti 0. .'&...". 0.-:. 6 0 0 : 01 '--0 0 . " ,6", ' 0 ~,.<H 0 0 0a 0-'." 0 0 "- - : 0 ". ' 0 '•'-.•A- 0 0d". 0-, -.0 0:• ':."'o - - 0,::^-'.;'Q, . - 0 • :-to .- 0 y..; '".-"Oa' '-. 0 * •'•!»...* 0- < ;»• * 0 ->->' ''i"'0"*r" ..."/-. 0:" .--.-«? ;; o •- 0 , . ", Q;' : , - 0 -: '\.0 ' - 0 .--, --"A' 0 •',. ••>• ••...B- •'. 0 0 0 :. ;", ,0 •.'• Temp [F] 0 . ' i~,0^ • 0i'o ' ' 0 0 ' 0 0 0 '0 0i o • 0 •• . 1. 0 . 0 0',' 05 6 0:.- -f ov - • 0~o 01 F 0 .. 0 -- . , 'Q.A • 0 - -6 ' 0•T. i r •- 0 -0 0-. ,--','0;, '• 0 0 - 0.-.' -'o- 0• --o:fe /•. 0 .-•: f--Q '; • 0 "-• '.1^-a . 0" " eft 0 " - ^0 - 0 - . 1- -0 '- . 0"to,- ' 0 Detach From Diap... -- • llu ' / , - -.1-. «< - "" > •", . , 1 m m 75 78 77 N75 ., . < ' JiflTS N77• NTS' , . 44.792115 - -"---. 44,792115- 56.291552. •= •' mMises 2.521071 0 ' 8.944041 : 0 2.520597 0 &943741 ...:. •' ", ,0 '. '• Joint Roundary Conditions 0-to,- ' 06".. ....I'.... , r_ Joint Label X Fk/inl Y Fk/inl Z fk/inl X Rotlk-ft/radl Y RoUk-ft/radl Z Rot.Fk-ft/radl Footing 1 2' 3 4 5 7 8 9 10 N2 N6 ' " Mft "', N10-' ,-"• 'i^2"- • < N14f -' Kfl8* -V • N18 -'! 'JV^O, -f --? , Reaction gfej^M^ Reaction Reaction Reac >: ^^B3 ffih« >'• ion Reaction fift "*• Reaction - Reaction Reaction ' Reaction • Reaction Reaction Reaction S Reaction Reaction Reaction Reaction Reaction *•» "ftwfflSi-'- Reaction Reaction - -, ' ,"l<' >,•*'• • • . V-»',y--', " ^•ff"; ;? - > ,*.- ,\ * • !s>, • • ' ' I >*• • - t ft*', ' • ; ', . ' -\ - • % ', ' - ' .»"• , ' ^ '? ' ^ /% ', v^ '- \, f t, - ' , ' IWi in* m IBt w Itt RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 37 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Joint Boundary Conditions (Continued] Joint Label XFk/inl YFk/inl Zfk/inl X RoUk-ft/radl Y RoUk-ft/radl Z Rot.Fk-ft/radl Footina 11 I N22 Reaction Reaction Reaction Member Primary Data Label Joint K Joint Rotate(deg\ Section/Shape Type , Design List Material Design Rules Member Advanced Data Label I Release J Release I Offsetfinl J Offsetfinl T/C Only Physical TOM Inactive 1 f,3 •*4?,' 5e. • 7 •8-v 9 4$'-? 11 >vtSB?« 13 ,"&'?: 15 M1 M2 M3 ' " • M4 •> ,- M5• ,: <-y&r M7 & •"I'f&S'C' -•- M9 8M& M11 M13 • "Jifjlf! SX M15 - x ' -' 'f j ^ - , ' - • -; • >: ,- '>' tr! "v-impllliJi,,-. i BenPIN -- BeriPIN- • BenPIN ' '• - • ' .", \ , - ' <i^g^^jji|> BenPIN BiflPtN " . BenPIN -, , > •• $ ' * ' ^^ >' . , i - ' '• •I "»'. >,. ; ' i -''"''V* / - " . •* , " ' , " • - ,- ' „ j • '" ' i ", " ', 'i- . ~ Yes;- ?»Yefc*' Y?s »i Y(BS%*- Yes V.YiBt . • Yes •C*V38&'l' \ Yes '< Jfiasfr-'-<- §••^. Yes -'Wsl'S2* Yes , ^T '• « * .',* ' V ^ *, ' ^ N* ' >;%!-*! - i • ?*r" -. - «i?^!>.->'.,*^. vf - ^ ' -"/ / > , <•.'-'•' • '>. ^". r \ Si'-i' "'^ ,;";. ii ?" r >Vi ' " ' RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 38 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Member Arivanrfrl Data Label I Release J Release lOffsetrinl J Offsetfinl T/COnlv Physical TOM Inactive 16 17n 19m 2122 2324, ' 25n 27*m 2930 3132:, 33 34'. 35 m~ 37 38 39 4CM 41 42 43 ,..,1.'*W€T M17m& M19 M2tt M21 M22 M23 . .. M24, ' M25 -v'«2)8f M27 ««»» M29 in «36 ' M31 ./VMS* .' M33 : MM' -rt35 I/Q8.V M37A_jae^_ M39 ^ Titto : • M41 MAS M43 ' ••" BenPIN BenPIN Ben»IN BenPIN BenPIN BenPIN BenPIN BenPIN Benfcfcl ; BenPIN EenPDM BenPIN BenPIN BenPIN BenPIM BenPN BeriPN BenPIN 0€&tPfN£ BenPIN BenPIN BenPIN BanWN BenPIN BenPIN BenFWi BenPIN 't&artpm-'.. ' BenPIN ...:-MnP»4i'....' BenPIN BenPIN .- BenPIN BenPIN BenPIN BertPJN BenPIN 8i$ft«N BenPIN ' fttftPW • , BenPIN SanPfN BenPIN BenPIN BenPIN , BertPtN. BenPIN '." BertPtN „' BenPIN : BeiiPM BenPN < Seng SI BenPIN . .'BtmPM".."- BenPIN - - *> ?,r ."-," v •• !,('•. 1* 5 ' X . A «* - ' » • - *' /• " • * * -5. " 4 A' " -x* Tfii'- Yes .. . ¥es . ... Yes , . V«r ....:... Yes Yes Yestes. , Yes ....-Hi Yes !fes;, " Yes . V«*'-. Yes . -ires"' Yes V«KS' • Yes -'1^ ' Yes . fres Yes t)f*«S Yes - firim Yes ' f" rf ' ^ . -';• , ^/ „' - -^ ^., IV Rnllf>ri Steel Design Parameters Label Shape Length Lbyy[ft]Lbzzfft]Lcomp to.. Lcomp bo... Kyy Kzz Cm-wCm-zz Cb y swavz sway Function -ML COL 9,468 Segment Segment yjteaiCOLSeafflsm,L&i6£gLM3COL9.468 Segment Seqment Lateraljm:S-488,^esmerl.S^fflfini Mfei M9 COL 9.468 Seqment Sepment Lateral^eSijMA .jUJMMl.11 M11 COL 9.468 Seament Segment Lateral12.K JbUdL J13Jsdl3_CROSS.6..411 Lateral14?«413 15 -JM15_CROSS .6,4j3 Lateral 19 •L3tca^SB17J^IIL CROSS.-ML Lateral18.^Latfeai; 19 jyim.CROSS,JB4L .ateral 20 e.41 21 M21 JJM,Lateral22'fflE 6.41 &41 Lateral~F^20 27a:jyi27_ ^^-.U-W..!.ML 29 J429 6.411...Lateral:Msn "8-4J Segment.J=gl .Seflment. L -WiI 35 ROSS .6.41 Lateral RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 39 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Hot Polled Stee/ Design Parameters /Continued} Label Shaoe Lenoth.. Lbwfttl LbzzFftl Lcomoto...LcomDbo... Kw Kzz Cm-wCm-zz Cb v swavz swav Function 37 .. ,M..r. 39 4041 ••42 43 M37 ' ' •*&&& • ' M39 '• M40 :! M41mz, i M43 HPRIZ HP •-'HOI RIZ«**>•• HORIZ I"to HORIZ 5.499 ' 8 " 6 •- • B' •- 6 ""S;488"" 5.499 ''•> .'.;--', . . ., . 1 .:**' ' •'• •'.' - ,' •I .. „.. :;i...»; . , •:• '" ' : ..• t •• -.'-:' .. . • Laas eral :eral Lateral_LaiexaL Lateral La•eral Lateral Joint Loads and Enforez&d (Rl C Joint Label L.D.M Direction MaanitudeKk.k-ftt. fin.radV fk*s*2/ft.. 1 2'-> 3 4 5 fr 7 § 9 10 11 N1 h&l N3 ... - MS N7 . • <IM N11• . . .- •••„ - /- m£ f. , ... N15 ' "' . .:> -' Mtt N19 L L L L L ' . -.:L L L L L ' L Y Y Y Y Y Y Y: " Y • '. ' Y '. Y •' Y -.18 .:.. - ,~.W,.\.'". -.36 .-- v««'...V' -.36 .. -- ~J3&f '-'• -.36, \ : :"-M'ff" '• - -.36 "' " v •/ nM*-.:.- -.36 Joint Loads and Fnforcerf P/sn/acemente (RLC 2 • LL\ 1 2" 3 • 4- ' 5e;,- 7 ».:, . 9 10 . 11 Joint Label N1• -.; •; • •.. I*M> - N3.<£ ,.., :-.•«&..•'. .:-•:-;. N7 I',- • : .-" ' m . ' • ' N11 -. N13 :.'- . •' : • N15 ; - : .... mt " ' • N19 L.D.M L L L '' * t "V L L L••'••' t , * L * t- L Direction Y ....:...- -: Y ..-...'.. Y » '. -V.-. ' - Y .1 Y. Y ' Y ' Y ,"" V Y Magnitude[(k.k-ft). (in.rad). (k*sA2/ft.. -1.8• .. •-.isJi:^"-' -3.6 '•>< '. -;4A8^r-l^ -3.6 ' : > '....Sfcfi.'.,.;,:: • ' . -3.6 -',-".;'- •--. -I8i ' ' . -3.6 '•- . '-S»; •< -3.6 Joint Loads and Enfareprf fRl C 3 • SEISMIC] Joint Label L.D.M Direction MaanitudeKk.k-ft). Hn.radV fk*sA2/ft.. 1 ' I?'.:' 3 -4-> 5 ; §** 7 ,;jjp^ 9 «P 11 N13 ^«i-;*?;-' \W'-^'. ;^N1S-1^ '.vC '-.•'•>.•: '• N17 r->-,r.~ ^-••.-•V-,; • W&/-.-V "^.- f.:-. N21 -;fv- -••--•- H«r-,,%«^ ; fij; ;-.• • ... •" ,;•-• N3 -. .-?..x-1&^*.*^.N8-.i •-•;-< i- :..-• --• , N7 •• -: ^.r~t-- N9 .-. •,- •::•/ - , N11 L •• .--•• --JL"- - ••• •:• L,„„.,.,. i, ,-.^:. , _.. . .,. - . L ':"li-v ;. -!- L ..•-: :vi: : lL •>• l:^ L^ '• -,:;J'L. -v . .\ L X M-i-/" • X "••>• • •• X j'cs.' •::..;• ..,X^.- ;..:... •••.:-.... X -'- ... X-!-,-V.n;. X "y :.. ' "x:' •. X •'- •..-• .,.'.. -:'X:'. ' 'f '. X .075 ./ >^----.3!::r ';i(SK.- *-.' • .075 /•iri^i^-^^^^B -, rt; . •" -i'"ifv *'*?'' '-itf^1'/ '.*"" . .075 '•"."-' |:.-'.'^,^!aif ** ri" •'•:« .075 .-^xll'i^-'V.- ..jdfiRH*!:-". . '.'.' '. .075 Member Label 1 M11 Basic Load Cases BLC Descriotion 1 2 3 DL . • -.. IB- , - , SEISMIC Direction Start Magnitude[k/ft.d..End MaanitudeFk/tt.d... Start LocationFft.%1 End LocationFft.%1 X -.076 -.076 0 0 Cateoorv X Gravity YGravitv ZGravitv Joint Point Distributed Area (Me.. Surface f... DL LL EL "" * 'v*iSt ' - • ''• -1 11 It 11 1 ,' , a - ^ ' ^ • ^ , * f «,' ""'41*'. "' •- , 3,^ ^'. ~'-'- *, •' * RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 40 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked Bv: Letarl Combinatinns ^_ Descriotion Sol... PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 I DL+LL: :..J .•.'toct*sssMie/.i.. __3 [0.6DL+SEISMIC/1.4 4"-1 • .m^vkSHHt- '5 IDL+LL+SEISMIC+... Yes YWYesYe® YY.™ Y Y ni f»h Dl D|ni 1 '•:1 •• .9,fv; 1 nH Fl 1! LL 1 •-1- .714 .751 Fl WL Fl. •.,714 -; .978 1 WL 1 - is . ,-.>™J Loarl Combinatinn Design Descriotion ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonrv Footinas __) 2- 3 4 5 DL+LL; BULM-sasMiert.4 0.6DL+SEISMIC/1.4 -;.GL+LLW:3WL DL+LL+SEISMIC+WL 1.33 1.33 1.33 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes r Yes lYes. Yes »Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Envelnnt* Joint Joint X finl LC Y finl LC Z finl LC X Rotation ... LC Y Rotation .. LC Z Rotation .. LC1 ' 2 3 5 -ft-- 7 8' 9 11 13 14 15 18 17 18-- 19 20-° ~ 21 22- _23_'24 • 25 27 28 - 29 3d :' 31 37'- 33 34- 35 9937 39 40 41 43 44* 45'4ft: 47 N1 N2 N3 N4 ?-<"'•" N5 N6 N7 N8 N9v ' '-• , N10 N11<"„ > . N12 •?, N13 N14 - N15 N16 •< 1 JC >- N17 X ', ' N18 .* ' , ' N19 N20 N21 N22 N23 N24 max min max min max jffllfl. maxminmax min max 2fiiL max min max tnfe max tain max min max mta max max nrfrL max min: max min. max •mtrL max mitt max mil* max Mini. max min max max MWkiwkmm max "mid max JBHQJ .161 -.022 0 0 .182•m 0 - b1* .182 ' -MB 0:. Q, .-".,. .161 0 '' 0 .153.004 : 0, - a .198 ,.. . i.<H5Q.-- • 0 0 .261 -.113 • 0 0 '."-• .093 ..- -JJ52I. .-. 0 6' .266 ...4128 0 ft.-.'.... .218 <008 0 - -•>: 6-- .134 • i,362 0 0..? ..' .092 ^^LflBWl'5-"*? .087 '•'tJl&gj*-* 2 •-4? 3 •4' 4 3 4 ' i~£s 3 4 "4 3 4 4' 3 4 ' 4 '2 4 4 43 4 3 4 /' 2 '4'. 4 1 '4- 3 4"*. 2 •4' 2 2 *4»; 0 -.618 0 0 » -.004 ..037 0r - o -.Q02 -.036 ' i 0 .., . - '"O -.004• OS?1 0 0 -.002 -.036 0. '. o ; -.004-. -.037 : 0 Q -.003 -.036 0 0 -.003 " . : -.036 ' 0 Q -.004 -.036 0 •> Q' -.002 -.036 0 - , Q -.002 -1018 0 6 ".' 0 -'* '--J&i5"' "' -.003 *<"t.r~Q22 ' 3 1 3 1 * 3r 3 J2L_ 3 - 1 i" 3 'f- 3 3 2, 3 '.1 •• 3 ' -f 3 2 3a- 3 1 •' 3 "-I,"' 3,- t 3 1 3 2'« 3 2- 3 "f 3 •|* 3 3 3 3 -2V 0<• o. . 0 ' " 0 0 ';. ' -0 0; Q -. 0 1 0 r- 0 ^ 0 '/ 0'••--. o .- 0 V. -0 ' -- 0 -3? 0 0 " - 0' • - - 0 '•-. : 0 .',-, 0 \ 0 0 # 0 0 ^ '0 0 0J -0 0 f- - 0- • •' - 0 •-,:- 0 -. 0 '*-. 0. 0 * Q' 0 •' 0, " ' 0 1 0 0 'SyJ-'Cir.*-'- -^ 0 1'1 1''1"1.-1-'1.. 1'1' ^ 1 "1111 > . ' 1-111' 11f T1 -11 11 '1 1 -.'11 -• r t •",1 -t?'1... 1 a "f 0 0, 0 0' 0 0 0 0 o 0 •• - .0 • 0 0 0 0 0 0 0 0 0 0" 0 0 0 - 0 - 0 0 0 Q 0 0 0 0 0 0 0 0; 0- v 0 0 0 1 1 •.1 11111*'1 , ^ J* 1 1C-1- 11''•1'1 ,s. 1"11 1•11'1 1'1•'• J 1 -:1 -' "• - - -- *+ t '1 f1'1 " l'\, ! 11« 0 o 0 o 0 0o 0t . ft- .. 0 > 0 o 0 0 0 0'to 0 -,. 0 0 Q 0 t 0 0 Q 0•1 o 0o 0 0 ,0 0 Q ,.: 0- -..'. 4 °, " 6 - 0 0 0 0 1 "11111111111111 • 1M1 11111 111'11 1 ! ^1 1:1 1 1 - -J.V. 1 111-T- -6.0266-4 ^&134ihS 3.433e-4 -S.77I 2.969e-3 i^iafiUJ* -4.8036-4 fc-3 4.234e-3 iB-3 ' 1.431e-3 "«4."?426"3- 2.909e-3 ^-3.712e^ -5.0166-4 -4-28^3' 5.502 ^M. 6-3 2.984e-3 ' "*§;fSf if*^•3- 3.708e-3 5.645e-4 ^"•^ 4.426e-3 -1.861 .1..JL3B" e-4 5.6616-3 -3.8S («!' 1.151e-3 -9589e^3 3.9376-3i-&m.W-2;213e-4 _^affai- -4.4&4er3 8.5876-3 .'*3:4*fiM*-3 5.648e-3 '-144.045 -5.5176-4 8.007e-5 *4 1 2 4 3 4 2 ': 4 2 1 •2 4 2 4 "2- 4 2 1 ' 2 4 2-' 4 2 4 2 4 -2 4 • 71 3 4 "2 4 2 4 2-*'1 4 4• a- 4 '-$-' 4 2'-1 •^2 • 4 "9- RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 41 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By: Envelope Joint Displacements (Continued] 49 50 ' 51 52 53 54 55 57 S3 59w~ 61 63 64 65rgg^ 67 68 69•JQ? 71 72- 73 '741 75 7f77 ?S - 79m 81 82"- 8? 85 87 '8ft;* 89 91 92 93 94« 95 98*"- 97 99 ' 100' 101182 103 104 105 107 10B7' 109 111 iHSf' 113 •fWB 115n#* 117 Joint N25 N26 N27 N28 N29 N30 N31 N32 N33 •' • , , ' '; ", .'i N34 "< .</"' ', N35 . '.-^^iy*? , N36 i ' „ /£", '•>'• N37 >. ' ^L~",/, * v N38f N39 * ' ' ' f< "V, N40 N41 N42 N43 N44 '"'.•- •* ' N45 N46 N47 <', N48 *-" T :' C. ' '- < N49 N50 N51 N52 N53 *> J '-' f, N54 -«-V. . > ',.' v; N55 ~ t f. $ S _i" ** ^"^ f N56 •-*?;* »'*'"' N57 ^'-^«*3?'^t- '..'• N58 N59 max .iHfet. max jfflfe. max ,Ji**.. max 0*1 max mirt max mM max min max'mh- max "rnW« max imin max 2kdo_max .'Win* max min max min max miff. max min max sin"' max max mil* max TOtnY max ..BlB^ max max mirt max niln max max min max «M*]M_HWLmaxSfe max WflFt* maxmW max max min* max max "ftthr1 max Xpn] .087 • V,o48' • .045 -.041 .044 -.038 .039 .097 : ;..042- .087 , -.084 - .047 ,..04 .043- -aim . .094:., -;Qtt ' .103 5-iiflfc'. ' .049 ' %MfA .039 •t.OdB"-«- .062 .042 • - .jfljjjfc.. * .063;-t08f>' .062 -.087 .111 «Stfl8»'' " .119 -.108 .09 ......212 ,f 'iS&j^'>i* .047 .048 ..OS3 .045 *&?"* .051 «-IQt2-' .056 .059 'XOTSF'"* ' .096 r^044i' ' .096 '-.044"** .045 .045 • 4jfl6i3'~-- .093 '-ijHSS1 - .' .093 f t -11(83' ' " .048 .048 •-•4(3084 -"* .109 1C2 4 2 ,4 2 4 2 4 2 4 2 4 42 4 24 2 4 ' 2 4- 2 4 3 •.4- 2 4 3 4--' 3 4 2 •4, 2 4 4- 2 4' 2 2 4" 2 4 2 4 '4 • 2 4 4 4 s 2 2 '4 2 4, 2 4'- 2 2 -4:1 Y[in] 0 i.011 0 -J07 0-,oos Q -.002 -.003 -.022 -.001 -.022o -.005 0 -.008 -.003 .,022 -.001 -'"iJOflBE 0 -DOS 04tfos -.001 -.022 0 -JQQ5: , -.003 -.03 -.002 ••« -.022 -.002 ' - -.02l - -.002 -•001 XQ2S •' -.002 • - ' -.0^8-- -.001; • '." -.013 -" .' Q -.008 0».6os - 0 , ' -.003 0 ' ^ *J3Q8 -.001 -JB07 -.003 •dlSi -.002 -.03 -.002 ' ' ~HSi4*> " 0 '- -013" " -.003 «- '488iK ' -.002 /,'.03 • -.002> -.'.jj^jf;; ' • , • 0 - ", '.;Ma> ',* -.003 1C 3 1s 3 1 3 2 3 ' 1 32 • 3 1 3 •2'' 3 1 3 2 3 "1"' 3 •fr 3•j 3 1 3 1 3 1 3 23 V 3 2 3 f 3 • £ 3 1 3 3, •{ 3 2 3 1 3 -2 3 2 3 1 3 2 3-f 3 ' 2V' 3 1" 3 3 "ft. 3 Z[in] 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0., o 0 0 0 , 0 00 ; 0 0" • 0 0. . 0 0 , 0 0 0 -0 •"• 0 0-" i 0 0 0: o\, --. 0 0 0 0' tf • . 0 0 0• - • o . •'. 0 0 0 0 0• : • -o • • 0 0 0 .. 0 : - 0, j, y-i 0 Q 0 '•<8 •" '-'> 0 0,\ 1-,^. o 1C111t11111 11111111f1 t'11 -11 1--111 ''11' 1,1f1 11111111 111 •f1 •f 1t1 11 1' >-J '- 1 iv, " 1 * 1 •1 V1 < -t% 1 ?$ ^1 &'ir 1 X Rotation .. Q ' ' 0 - • 0 G- 0 0: 0 0 0 ' - 0-.ft'-.-- 0 0. 0 •" 0" .' 0.' .' & 0 • 0' ''- ,• 0 0 0 0 0 0 0 ' "ft , . 0tt 0 ,. .. 0. . 0 ' Q, "'• 0 0 0 '. 0- .: • 0m ,- 0 ,''•.0 '• 0 0 Q . 0•• a •. 0 0• .'ft- •'-- 0 0 0 0 "•.i$"5» ! 0 ' -" - %}"' T.. ' 0 0 >. , 0' ;,'-. 0 0 •' -- '- -6" '/•" , 0 1C 1•1 •111-*1111111'%1r1t1' i'1 tv1 -.'l , 1:1'1 t'111 t"11 .1• 1---: 1 -t-1 1'-1 •>1"11r-1•v-1r11 '•1• 1-1 1•11•i- .1,„,_. 1 -i-<1•!- 1- s1j5i'<f1:'i*. 1 Y Rotation .. 0 ',' 0"-. 0 0 0 0. 0• . .0.-: '. 0 - ,,8 * '• 0 0 0 0 :• '.' Q ' • 0 " 70---' 0 •• :, &i 'f - 0 K? V6 < ''' 0 ' v. ^ '/ - 0 't*"-'6 t: 0 ^•6 ' •• 00 • ^ 0 " " ' tf.v,*'4 • 0 0 0 ' *'0J& .. 0 0 0 «.-< '>*0 0 ' ' 4 !0 '- , 0 • "i. Q .- -' 0 "»*0 ' ' 0 0 0 ' •?• 'O^t " 5 0p-',-. JO- "~; 0 0' >(&-, ~ 04%^&r-5 0 ^fJirt." ; j 0 I 1 1 1 1 1 ' ' '•1 -Z' 1 •' 1 -.' 1 '• C -( 1\< 11 •'t- 1X, 1-•1:-• j 1-« 1 T' 1 >f 1 1 ^1 1 • -1 • < / :- ^ f f f s " i *-A '.<*•' -•*> t* 0 ' " ' ' :. • • ,.< .-.' ; ' ..' - -• - ^ '• s *" I-1' 1 1 Z Rotation .. 1.856e-4 -7.8016-5 -8.6658-4 1.6096-3 1.6036-3 5.372e-5 .-7.2^3^4 5.0216-4 1.8566-3 1.7536-3 5.2326-4 -1:0356-3 1 .072e-3 -7.346e»4 2.382e-3 ^^tiSSlBihS " 2.0786-3 /• »ll3(Si-S 9.1796-4 -'-fiJ2JMifc4- 2.404e-3 -1.6246-3 1 .332e-3 • vf JM'jte-3 7.335e-4 ^§^2786-4 1 .405e-3 -6.032e-4 2.4496-3 2.339e-3 -9.4888-4 6.42e-3 -1.128I&3 2.5776-4 • -f ^489e-3 2.386e-3-ijWfiiiki'- 2.2176-3 •»K.38f<^3 2.992e-3 .J-i."l!78tf>3" 2.1326-3 4.5186-5 .1.3864A 2.992e-4 -4.0136-4 -2.4216-4 -TMMEte'i*' -2.016-5 -7.882^-4 " 1.2476-3 -4.1936-4 •r^:3f 86"3- ' -1.5146-4 4.348e-4'•i$3S/y8i&'* 2.6016-3 LC 4 1 2 4 2 4 4 3 4 3 4 2 4 , 2 4 2 4 3 4 2 4 '2" 4 _3_ 4 2 2 4 4 3 4 3 4 4 2' 4 3 4 ,2 4 '2 4 2 4 2 4 2 1 2 ' 4 21 2 1 3 1 • 3 4 -.'21 1 4 1 4 >>,lfe - 4 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 42 Company Joe P Designer RHM Job Number T&B Envelope .Inint Df Hill, P.E. splscements 7 ROW BLEACHER LONG TYP (Continued} Feb23, 2010 2:10 PM Checked By: Joint X Finl LC Y Fin! LC Z Fin! LC X Rotation .. LC Y Rotation .. 11*"' 119 120 121 122 123 124. 125 12$ 127 128' 129 130 131132 133 134 135 1»* 137m 139 140- 141 142 143 144 145 148*- 147 148 149 1SO 151 182 153 1S4 155 156 '-...!. ....,.<...''.'«..' ';•' N60\ r * ' N61 N62 N63 N64 .* ~ ... •' N65 N66 > < *• ' N67 V, . 't"*'{ - N68- ., .1 ; •", N69•"•.r'«sfc--:;" N70 - - ; . N714; , ,Vf . N72 'i '-,' N73-,,/ /••;; ' N74 - / ' , '„ N75 •; •• •" .V '' " N76 >^3&??-**'- ' N77 ' ' '»,!'*• •' -^ " N78V ; -• jnittj max 'win'max mtn max m!n max min max JOftL max mtn max niin max min max min max •totWfliitf - max -rrtfi max jgUlmax JSiBtd max min max^^:.:^ ;awi max min max fifitfi. max anta maxrntf- -.107 .109 '-N.I'OS.. .044 -.068 .043 ,.071 .115 -J08 .115 -.112 .049 • -.673, " .049 -J078 .043 -.042 .09 .,-.043 .046 -.047 .093:- -.osa .045 -.08 .1 -.088 .044 -MA .082.:*<!. "!..„.. .047 -.083' .085, ;-.M9 .054 .-•••«CQ74'" .104::,-.ifi2- • 4? 4 ? 4 2 4? 4 ? 4 ? 4<? .4 74 ? -4? 4 ? '4"? •4-"' ?4-j ? 4? 4? 4 ? -4- ? 4 ? 4 -.031 -.002 -.03 -.002 -.014 0 .£13 -.003, . -.031 . ..: -.002 -.03 -.001 -.014 0 ;-.013 -.001 -.01 -.004 -.027 -.002 -.022 -.002 . . -MI :. -.004 -.028 .004< -Ml.....; - .01 -,Q« .002:.1 .004 -.029 .047 -.047 .003 <».OQ7 -.012 -.15S -"• ? 3 1' 3 2 3 1 3 ? 3 1 3 '2 3 "1 " 3 4 3 1 3 4- 3 4 3 -'4 3 '4' 4 1 4 •?' 3 4v 2 4<: 2.NT 3 4 ,o . .-=- 0 0 0 0 0 0 0o, 0 0 0 0 0o- i 0 0 <j 0 0 0 0 0 0 0 0 0 ' ' '0 ,. ,• 0 0 0 0" i 00 0Q •;'.:.. 0 -t 0 0 0 1111-111111 '•1-1111111,1!f 1'1111•1«1111111t1 M1' 11, t o •• -, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " 0o " 0 0 0 0 0 '• -Q-.Vo' -o •- :o S-.J' 0 -•.. .'0 - 0 5 0 0 0 0 0 0 --'1-'-111111111'.11 V11111'111111 "1-1 -11•1-1•1'-1-1"11-11 11 - ..V6-'v< o• - o .- • 0 0 0 0 0I ft-. 0 0 0 0,.- -' 0 i 0*?' 0i- -ft.-J 0 0- o T 0- 0'o-:.-- 0 ' .0- JP•..', flf'r 0 • O.V". 0 'i <!•>• 0 0. 0' o '..o1 o^-.' 0I -o" • LC Z Rotation .. LC--111"1111'111"1 -111 11 '1=41• r1 * f -1 I-11 '1.^ 111 'rlK1 ''11f1 1'11 -2.772e;3 4:92e-4 ^.84e-3 -9.871e-6 -7JB2e-4 2.216e-4 4.S26&-4 1.0036-3 -5J$28-3'^ -1.8496-4 -TJS7e^ 2.8176-4 -'>-3:4^!-4 2.958e-3 -7^?1e-4 -2.274e-5 , -S.04fe.fi -4.3016-5 -2.084*4 9.75e-6 -1.862«M5 7.4126-6 -3.1S3ft« 1.454e-5 -1.S3Sa^, 1.3456-5 -3.283ft-S -1.2256-6 -8.88$e*ff -1.795e-6 •^l^BU 2.6646-5 -7.38lft-6? 3.196e-5 -1.878645 6.366e-5 ' -1'.2S1»^ ' 1.7816-4 -1.418a-S 2 4 21 3 2 3 4 21 -4 2 3 4 3 3 2 3 2' 4 -IT4 2 4 2 4 ^2"1 21 4 4 '2 4 2 4 S 1 3 Member Section Forces Member Sec AxialFkl LC v ShearFkl LC z ShearFkl LC ToraueFk-ffl LC v-v MomentFk-ftl LC z-z MomentF... LC 1 2 3 4 - 5 7 § - 9 10..::-11 12- " 13, i*:: 15 16 17 18 19 20 21 -.22^ 23 -24^> 25 M1 - .' \ * • ^ " , " '- -f M2 • . " ' f ,' • '' - \ . ' •" '. -,, M3 ' "•***"> (_„ „ "*«t"' ; i~>w< \ 1 ' V "• 2 % t 3 , 4?',-- 5 > 1 . -» 2 3 4 . ^^ * 5 1 , - '. ^ ? i '> 3 max m!n< max ftllff max JOtaj max :Si» max -•rijiflN max 'Wnmax min max'mlrf- max ^fl»»maxmin max rniri max min' max 1.98 . - ,182 " 1.985 ,.123: 1.993 " .OSSi/; 2.003Jam: • 2.014 .QKT" 3.96 .324?-' 4.014 4.067 T;2£j>. 4.116 L '.-,4998;- 4.163-^:s2^ 3.96 -^<S^K?-v 3.965'• -:mK^ 3.972 ? 3-1 •3 1 ;3 1 31 3- ? •••3 2<s ?33* ? 3"? •>11 $,v 1 »•«*1 -.001 -,061 .068 -,00i .024 - -J64' .057 ~.Mf .058 -.OS6 .001 ' ..OK-' .077 ,..'•<&>;•<.: .002J^mr* . .063 7*il28' .043~sm * -.002 -.072' v .077 -.014 .043 1 2 2 4 4 2 3 4 4 3 4 "2. 2 • 4' 4 ?"• ? 4* 4 «>: 1 2" 2 4 4 0 0 0 0 0 , 0 0 0 0-- b . 0 •,'G^- 0V-itff.-r..1 0t'',^:-.. 0 -.-.;, jjJ*;*^' 0 ' 0\> , 0 •>!-%^S- 0--r --o:&.- 0 11111 1'111 1-111•1'-1 v^1 -,'1« 1 1 Hc> 1*i;1 0 - 0 0..: -o- 0- o-a • 00 0- -0. 0 .. -:'6-- ,' 0: ->6: '.. . 0.".v.-o1- 0- -61; . ^ 0 -"--0 ' 0 -•>-,; .&-.> . 0 < - ,0 - 0 1 1 1 1 1 1 1 1 1 1-- 1 1 1 •'•1 •- 1 "1V 1 ••1-' 1 '1-'" 1 "fr. 1 :I1- 1 0, > o-i 0• oi 0ot.. 0ot ;•••• 0 . oh- 0 '"0-1 -Y 0,- • 01' ; ~ 0• ' -ot .-• - 0••;. vs.!-:\.» 0 tti 0 .,..• VVj '-'01,'^'? Y 0'• :•-* ,vfff , : r?1 0 11111-1 4 • 1,,1,! 111 " "i1^111•t11-1 r'1-- 1 '-11 0 0 .033 .004 .002 -.008 .023 -.COS 0 -0 0 . Q . '• .043.:-.... -.oos,.-. .- -.002 '- ~M7 .024 ' ~JD12-" 0 -> - Q 0- -:,£.. -\=' .043 .004 -' 0 1 t 2 1 1 2 4 31 1 1 '1 2 -t 1 3- 4 21', 1 -"•1" 2 ''•f 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 43 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By: Envelope* M tun her Section Forces (Continued] Member Sec Axialfkl LC vSrtearfkl LC zShearfkl LC Torauefk-ftl LC v-v Momentfk-ftl LC z-zMomentf... LCm- 27 29: 29 30 31 32 33 34' 35 36* 37 38 39 41 42' 43 •44 45 4T-' 47 48-*- 49 51 S2-, 53 54 55 S8i™ 57m 59m61 SSI.- 63 «4& 65 flBs? 67 69w 71 7S2T 73 • 74T v 77 78 79 81 82 83n 85 87 89 91 sZ* ,. 93 •: .Vyv- . ' '' >, - ' ", ^ • ' , M4 - * ;^ ' ' *, M5 f '« • -} < • '>f'\V1 fj" ' A ** i - "',- M6 ','"' ''' i? ",, ' '' -. i~' '.i -, '-,. * ' -" * V*.;1"' *3 M7-W- ', ' >'-: : , .* '.: j^v,*"^ ;•", .*pM.?"i--" *T '". *° *** '^ M8•' i « J >'" • • «' - , •• $ ^ " '"-, - :, «*^.i — ifi;' ~. M9 T * '^ ' .» ^ , .... "-• ' . osf*-*:--1. is*-',,;. M10 s-feA-ST' .''V,- "^'"SS^S^ •! *',• 4 5 1 2 3 4 4 5 1 » , 2 3 i,'4"f 4 ',%*- 5 1 2 3 4 5 1 2 3 4 s 5 1 2 3 4 5 1 2 3 4 5'-'«, 1 * *^ i 2 ^^f^ min max tfib max winmax flflift max fflin max frfftmax max WW maxmiit max max jjrjiiL max fnlftmax max mjtt max min max fffiflmax max join; maxmini max max max rnin> maxjrittmax max rrtift max min max max fpftff max ftiin max JMlfiL max Win maxminmax max maxloft. :- ,247' 3.979 .21-1'* ' 3.988 .173 3.96 '. .32* 4.018 4.076 '---.4^8- ' 4.127 K.477 4.179 3.96 v, 324 '' 3.967 3.975 V1 iS£4S*' . 3.981 .206 " 3.992 ""* 1ftS 3-96 • ;3gjjfc>; ', - 4.023-.Jar*. .. 4.Q81 ,43h~ 4.129 '•^479" ' 4.187 3.96 &&& ' 3.965 3.97 f 'jgfSr ; 3.972 3.979• t •$&& 3.96 3.97 - «$34^ * 3.985 3.991 4.009 v .SSI*''' ' 3.96,<**M 4"- ,3fj2- 4.933 4.063 < 42&4*x" 4.102 396 i- ; 3&£ '*•' 3.965 J~&§£& * -31 31' 1 $ 13 2 3 2* tt \> 3 2 3 3-'1 'IVs 1 3'1 31 3'1 1, 3. 2_2&__ 2 _JLi! 2t ;> *ft 1ng 1 31 CJ 1 K 1 3 ' 1 t? ><3 ' 1 1 I 1 '""Sy S^ 2 3 2 p ^ ; P *81 '<-, *,< 1 V " ^JOSS'- '" .Q62 -.069 .078 -.061 .004 -.068 .08 ;OOS • -.008 •-063 .07 -.014 .033 -.002 . -JStff. • .082 -JS .085 * -.07 t ' .06<fdfe' .107 •' <•&& -- •009 ' '-^073! ' ' •0? .001 -.005 -.088 .078. ,yH§ .042 •3076 .002 "" "JSftf'i .061 02 fH.QSft ' .039 .063"-fiSii • 0 .09i^g .074 ' -.QB9 .082- ,.IQ§. .108 .003 -C»€B82>' .062 '••JSB&"' .005 .045 '^-JO^ .049 ;«'-,0^'',, 0 "-I6?6 ^ .076i-S.eiiP-'- ^2_ 2 4 4 2 42 2 1 1 ,2 p 4 4 2 1 2 2 4 4 2 2 4 4 4 2 2 1 1 2 2 4 4 4 Jf 2 4 3- 2 4 4 •2-1 2 2 4 42p 4 4 4 2 2 4-- 4 2 4- 4 1 ft-'p 4' •- o:- • 0 0 0 0 0 0 0 0 0.. .0..': 0 0 0 0 0 0 0 0 0 Q1 - 0 0 ' 0 Q 0 0. 0 •• - Q Q " 0 .1 0 0. 0ft.,. 'o 0 0 0 0 . .-6 . 0 , 0 0 0 0& 0 0 0o? 0 0 0•' 1 .?. 0 - 0 - 0' - o- 0 0o •- 0 0 0-,-< ' 0,-'. o* 'i; •11 <• • t i ' 1 - 4 • 1 ' '• 1 •1 - f 1 1 " 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' 1 lj 1 1 "1 1 "• 1 - 1 1 ' 1 "1 1 1 9 1 ' 1 ' 1 - 1 1 ' 1 - 1 ' 1 ' 1 1 - , ^., "1> ' "'-, 'Q, •"•' , 0 0"'' ' 0 0 0 .' Ov 0 0 0: .-. s' 0 •t . Q 0 0 0 0 0 - " , Q"1 0 '•A1 : ' 01 "*.;-. : 0 '**Q": ' : 0"" • 6',. * * 0 'Q ' ? . 0.:...< o" - 0 ' ' 6"s"- . 0 • Or-""w' 0 . - ''0 , ' 0 . >^M_ )- 0 V 0. , ' 0 0', <- 0 0- . ff: . - 0 0o. 0 0 ' Q: - 0 :&•' 0* •. - o, , . 0 0 0 <T -:"-* ift.~s>i *•' 0 U?fet,jfrf',^V«* 1111'1 '- t1-1'1•'1.• -' 1 < ' f 1-1 V 1 : 1 1 1 1 1 ?(..- 1 't 1 ' 1 1 1 . • <| / 1 it 1 '^'*i 1 "1 1 •1 1 T1 1 1• 1 1 •1 1 - ' «. 1 1" 1 Y 1 ' v, 1 •'• . ? ,f«. 1 ^1 ^R . '-.'ft '< -' 0 6 0 0 0 0 0e .' 0 0. 0 0' o < : 0,>.., a,41,.-:: . 0 '•- ,6' ' . • 01 0 t"? * 0* •;>'" Q -vr.- 0 . ... • -,Q-- ::-v 0•-s , o r.' - r 0 "• ;* V";;JQ, V 0 "" Q' t * "i 0 •?.-' tt", 0- '* tt -j 0 'ii ' .. o s- -*- ' '• 00- .,: . i 0-' • „ ff-'.r "- > 0 0•-,'",-, 0 ' V' ' ' 0 0 - •, Oi?vl> ' ' i 0 0-' > • o" 0 0 '- " fli* ' ./,' 0 * *• ., , 0' " a-,\ 0 J'r". •...S....:.....-..-....'!J! 0 0 0 f'JK V*4 ~ 'l? 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RHM T&B 7 ROW BLEACHER LONG TYP Feb 23, 2010 2:10 PM Checked By:_ Memhe>r Section Forces (Continued} Member Sec AxialFkl LC v Shearfkl LC z ShearFkl LC ToraueFk-ftl LC v-v Momentrk-ftl LC z-z Momentr... LC 95 97 96 99 100 101 102 103 104 105 10$ 107 108 109 110111 112'113 114 115 117 118 119 120 121 122 123 12-4" 125 127 12$ 129 130131 132133 134* 135 136 137 138 139 140 141 142- 143 144 145 147 14ft 149 151 192" 153 154'' 155 156 157 159fito 161 163 M11 M12 <• M13 t "_ -, - M14 »v . >-", ' t M15 - • , M16 ' " t - > ' • % ^ w^> , ^ M17 -'- >*\ r ~^' 3 4 5 1 2 <• 3 4 5 1 2. -~ 3' 4 51 '"'7 1 2 ' ' 3 4 5 1 2 3- , 4 5 1 2 3 4 5• 1 .5 3 4 5 1 2 max jota. max rnin max min max tnlft max max min max maxunto-1 max min max rift max max mm max miri max max join max Sfcr max max mift max wto max Hltomax max nib max w«*nun max mW max fflWHmax max rnto maxffifn max ante: rnax ffltt min max max max max 3.971 .' ..243' 3.972 .208 3.972Am 1.98 .162 2.036 2.102 .268 2.164 2.222 .364 .13 -.009 .13, -jobs, .139 .139 .139 .034 -.127 .034 * ...128, ,- .028.-.fas .028' -.13T .028 "...JSP' , .118 .118 .125 -JSHfifr - .125 .126 *.OiS&".1 ..-"-i'128 .1 --' r.128 .107 -.127 .107 .107 -.12* " s ;963'* .145 .151 .151 151 (*.*%$$&& .056. -.-."IMT* .056 1 _3_ 1 ft 13 1 ? ft ft ft- ft '4' -•4.' 7 4-' 4 4 4 if 4 42 4 4 3 4 3 -4 3 3 4" 3 4 4 4 4 ft- 4 4 7 1 '1 "? '1 ' -f , 7 **'.< 4*y 4 .167-M .079 -,14S .12 -.083 .012 -.OS? .082 -.042 .002 -.084 .077 -.067 .115 ^.071 .001 0 0"ft 0 -.002 0 Q 0.'•Mi... .001Q: 0;:- -0"-. . .002 .001 0 . '...0 0 -.00* 0 '' '0- ' 0 -.001 -.001 ' 0 •' > Q ' 0 -.001 0 , 0 0 0 -.001 -.OM 0 : Q 0 -JQG1 .002: o y 0a 0 ""-001"'^ 0 Q 0 ;-^,;--gj^-h1 .002 V ,"*&&'' 0 4 2 44 4 ? 4 4 p '4' 4 4 4 Jf 4 _JL_9 4 3 4 4 4 2 p 4" 4'.'4 1 '4 ,^, 3 3 4 3 44 : 1" 4 4,- 3 -1 3 ',4' 3 ; ^, 4 4 !ft 4 3 3 "''&• 4 3f* 4 0 0 0 Q -.. 0 0 0 "' 0 0 ' 0 0 0 ;. 0•u*r. 0 •'<J'1' ' 0 0 0 0 0 - 0 0.-•• o 0 -W*'- 0 0 0 -' &$... . 0(gf 0•.**• 0 "<•• '* 'O^5 0 "• * -'- ti^-^ 0 0 \ V ft* -. 0 0 !T-'->OV-, 0 *•-•$*.: 0 0 0 0 v'.--V"S~f / 0 • '• tfs 0 r< ;1Q^ . 0 0 ,*??&tfc.-5 i 0 ?'-' Wv;^ o 1 T 1 11 11 11 1 1 1 1 1 1 11 11 1 111 1 '-•1 11 11 11 11 1-1 1 1 11 •1 '1 11 f -1 11 1 -t1 1-1 t"1 1 1.1 1 't '1 -3 •: 1 >*f ' • 1 ?t" 1 0 d 0 Q 0 0 0 0 0 0 0 ' 0' . 0 0 0 0 0 0 0 0 0 0or - • 0• o. - . 0 „•> 6 ' 0a 0 0 0. : 6 - 0 0•:'.-" '..ft-- - - 0 0 0 0 0 f , 6-- • •'-. 0 . 8 ' -' 0 0 ' . 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'Q ,< i 0 0 0 ; 0 '. -0' -. . -001 , 0 , 0 0o : 0 • ft': • - 0ft.,- .001 "0" Q 0 o-o •- • , o 0 -,062--'< ' 0 o -.0621 0 -%'-,;• ~Q"; :&,."• o 0 4 4 2 1 1 1 1 3 41 2 4 21 1-1 V 2 4 2 4 2 41if ; 1 1 2 4 2 4- 2 '41 1 1 1'1 .'4 1 4 3 1 1 1 t 1 4*1 4' 3 1 "1" 1 *3 -'4* 3 4 3 1 1?•$ 3 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 45 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Envelope Member Section Forces (Continued) Member Sec Axialfkl LC vShearfkl L 164 165 167 169 169 1t8 171 172 173 174? 175 iifcf 177 179m 181 1*2' 183 194 185 187 189 190 191 193 195 186* 197 188' 199Jtjji£_ 201 202 '2Sfc 205 206 207 208; 209 '21tt.! 211 SttV 213 214 216 217 218 219 2i2ft 221 2§t" 225 •2» 227 ^t^^^l J2§J8 231 •.^ffijBsa! '- , ' £ ' " ? - „ M18 «"-, , ' ' M19 ;i. .,V- J ? f -?^ ' ''?' £-k;« '• -> i / ~\*< - ' * , . ,VT V M20 ; " ' *^* ' L, „*•,'•:'• , '„•<*<!&* i i M21 't&f*. <,"•',• i>?i?-~f • •., x-~ .. • i ."< x s/*' .' • 'i •(' .V-, M22 '>/ :<r " ' ,\ Y' " < " " ' ,' • ' , * /^ ; ; _, i M23 ,'j *,"'! ', '*V.<'s ,">., ..W,',, - 'r'. - V,^W '• *'*»>»i.>fe<^'V M24 ,;' ,. 3' , 4 5 1 2 3 4 5 s' *• ' 1 '4,', • 2 3 4 *•#*' 5 1 2 3 *-, -. 4 ' " I 5 1 i ^ ' 2 -Ia-/- '•" 3 4 ^•5 5 1 2 3 '• *:• 4 5 1 2 'J>: •. 3 ".£ 4 ijJST 5 &JS2& 1a$fc min max max maxjjjji^ max *£OifL m$xrrtn maxmin maxmin maxmin max min maxminmax JJHLmaxmin maxmin maxminmax maxiSn max max max ^LJtJ^JBIlLmaxmin maxjilt maxmin max min max max maxjjjjil_ max mirf max maxmin max titin- max maxmin max fflW ' -.139 - .053'-,148 .053 <I4S .053 -.145 .125 -.049 .126' '-'.'Sift .133 -,048 .134 '-.044 .134 ' -.043' ' .144 -.12 .143 .139 -.4128 .138 • <1'28 .138 *129> .141Atari .141: -'I .152 * -006" .152 • .CQQ8'<- .153 .112 : -AS& .112 ^V'iJflSP/ , .115 .115 .115 .144 .JOB .144 .15 , -.059 .15 .151 .211 .21 i-.11? 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RHM T&B Envelope* Member Section Forces 7 ROW BLEACHER LONG TYP (Continued) Feb23,2010 2:10 PM Checked By: Member Sec AxialFkl LC v ShearFkl LC z ShearFkl LC ToraueFk-ftl LC v-v MomentFk-ftl LC z-zMomentF... LC 233 234 235 238 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 286 257 258- 259260 261m 263 264 265 266 267 260 269 271 272273 274 275 270 277 278 279 280 281 282 283 284- 285 288 287 288 289 29Q> 291 W293 2M- 295 29$ 297 299 •9B/BP, 301 M25 M26 „,.: • • ,« . , M27 -;/ • - ; -,' , M28 *, -, • -, • ( f'., - • " t M29 • , M30 •• • " -V, , . , ^ »'* ' v % f i* V *K' ;!>:" M31 2 3 • 4 5 1 2 3 4 5 1 2 ( , 3 4 5 1 2 3 4 5*. 1 ', , j 2 •;». 3 4 5 1 2 3' 4 5 1 2 3 4 5 1 max min max min max min max ffilttmax min max min max min max min max max win- maxJain max max min max min maxmin max min max ink! max Win max win max trite max min max min max fflfft max fflirt max maxjnta. max iffiii max rnln. max min max min max max mfci max maxmin max .112 , .004 .124 .012 .124 .012 .124 .013 .027 .027 •' -.087 ' .026 .Q14 -.08 .014 -.AQiR1 .134.... «oii--. .134 I,'t - / .145 .02 .145; ,021 .146 .021 .11 "''fiVBt .109 -^-OiBV .099 --.OS * % .098.....a3 *.098 .066„ ,jft$\t , .067 - »-0j?4 . * .089 -.011 .09 kOQ8 .09 • -007 • .222 -.081 , .221...'.AT? .219 1! .218 ___:J$S ' yii 8 W-..--1 .169 ..CDS- ) .17: vs)f!*• • .17 -.'•M 1 .171 r 'V.-.01 PI M 5 I ; r *t .222 4 1 4 1 4 1 4 1 4 2 • 4 ..ft 4 ft 4 4 4 1 4 1 ' 4 •f 4 1 4 f 4 4 ? 4 -2 4 i2_ 4 2 "4""' .^4p "4 4 4' 4 4 3V 4 4 4 p 1 . t "7 1- -7 •1'-' T' 4 .002 -.001 0 -.002 .001 -.003 0 -.004 .004 0 .003 -.001 .002 -.002 .001 -.002 0 -.003 0 V. ff 0 '• -.001 -.001 0 0 0 -J0Q1 - .001 0 0 0 .002 .001 .001 Q 0 0 .002 -.002 0. , ,,003.,' 0 v.004 .003 " *,&- .002 -.002 .002 -£02 0 -,QD3 '. .004 0 .003• o: .., - .002 -.002 '^ .006• "o .....: ; .005 0 -.004 0 -.068^ -.001: -.006 .006 ? 4 3 4 4 "2 4 2 4 4 '4 4 '7 4 3 4" 3 ;43 44 . ^4 1 1 4 3 4 4 4 4 -$>' 4 "'2 4 2- 4 p 4' 4' 4 4 ?p 4 4 4 4 4 "t"2 4-"-3 j'^. 3 4 0 0 0 0 - 0 Q 0 0 0 0'.' 0 0 0 0 0 0 0 0 00 '•- 0 0 Q 0 0 00 0 0 0 0 0 0 00 0 0- 0. -...ft 0 '. CK ' 0 , 0 00 0- o : 0 0 0 Q 0 0 "' " '0 0 0.:. £.0 0•tf •- 0 0 0'' 'Ot- , 0 * 6 ,: 0 1•1111111111111•111111111•11111 '1'1'1-11111•111'11111'1•1"'1' 1•1' 1 1-' •• v ' «?> K-1 0 0, 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-. 0 ' 0 0 > 0ff ' 0 0 0 0 ' , 0 ,0. 0 0': 0 '0- ? 0 6V 0 6 0 ,- ' 6 v • 0 • ',6"Si''. 0 0 0 0 .Q ,•;..:.:: 0 0 0 0 0 Of 0 • 0...' 0"-Q-.; 0 .'• ' 'Or" 0or > 0 0 ^ 0 0 0 111111111 ':1,' 1111111 1111 1••• • i1 1v111 1 t••"V111""ii • ' 111•'11111 1 '•1•'1 !1 '• ! . '-'1 '•1 '1 ? ^^1 *ifu 1 0 Q 0 0 0 0 0 0 0 0 0 Q 0 - ' 0 \ 0 0 o 0 0v /- o- 0 0 0 0 0 0 0 0 0 0 ' 0 ' '01 0'•-• o o 0 0 . ' . Q. , 0 ' Q 0 ~ t*' '"" . Q ^, o 0. 0 0 0 0 0 ,r - 0, 0 0 0 0 ' - • . o 0 o 0, 0 -0- 0 0 w • '. 5-ft3t: /" tfC'' 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1r111t1111-111.111 -11111111"1~1 •1111111111--111 11-1"11 1 •4', 1 '1^ 1 .001 .-.."-.DOS-.... .004 -.009 0 -.005 0 0 0 0 0 -.008 .003 -.009 .001 -.008 0 , -0 0 '-." 'O " 0 0 .003 • 0 • 0 0: '6'... 0o 0 .003 -0' o.:.,. o . • 0 ?0> ' 0:.. a •• .004.? • «$(}£;*," .01 -:-.OOB .004 -1002 0 0 .004 v, VOQ2. •01 004••-... ota* v 0«•, gy • ; ,•*! o o 0 -.001 0 0 4 2 4 24 2 1 1 1 t4 4 2 4 "2 1 1 1 1 4 3 4 3 4 1 1 1 1 t 4 1 4 3 4 31 11 • I- 2 4 2 4 2 4 1 1 1 1 2 4 2 4 2 1 "1,- 1 1 1 •4 3 -4. 3 1 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 47 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2: 10PM Checked By:_ F ni/e/one /Member Section Forces Continue*H\ .Member,,,Sec Axiairk]. r«&r Iff y She,ar[k1 LC z Shearfkl LC . -v-^y. „ -ft",/.,*, TqrquefkJI LC v-v Momenflk-ftl L£z:z Momentf, LC, Ml ,JQ J03 max .221 .005 1 -uPP.1miri.,: o--.008...' JQ&JKL .004 306 -J43 0 -Ms 307 max .237 nfe •,008 309 max ,237 -.001 Ji J^^L311J/!3J_max.JJSL .QQ2 Ml -•...<& 31i max .09 3t _S£1 ^L -,002315max.098 .002 31&-.002 317 .09831S -.002;".. 319 max J98 SI-.002 ± M33 m*.353 .002 ji JL ^S._4 _1^. ^. JLJ JLJL JL_1 .2, JL max .353 .G ' mn ¥CM- i J25 .349 .002 -4°a,'SO 327 max .349 329 trfc 8 ?-"W" max ^348. .002 "•V J31 J§1,max .14 333 max .141 JL 335 max J5_-.001 jiQa,33ft ^om.JL 337 max Jfi.flft.zso:339 .151 it J^ J41 M35^rs 343 max.,268 344 tf j 345 max .26 .002 .002win,001 max ^6,min 349 .259 JL351M36pax^026 ,002. 353,max ^m -.Q02 3S4 mill 355 max .026 -.Q0221 357 max .026 -.002^an 359.max ^2j '361 M37,m*J62 .OQ2 1£max ^002. Jt_JL vj£JS^ max .062 ^mJL.li 367 -.002 A i RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 48 Company Designer Job Number Joe P. Hill, P.E. RHM T&B Envelope Member Section Forces, 7 ROW BLEACHER LONG TYP f Continued] Feb23, 2010 2:10 PM Checked By: Member Sec AxialFkl LC v Shearrkl 1 r. 7 Shparrkl 1 O Tnrnuerk-ftl LC v-v Mnmentrk-ftl L C. 7-7 Momentf 1 C 371 372 373 374 375 37? 377 378 379 38Q: 381 382 383 384 385 386 387 388 389 390 391 392 393394 395 396 397 388 399 401 402 403 404 405 408 407 40$ 409 440* 411 412 413 414 415 417 41? 419 420 421 422-. 423 424 425 427 42? 429 430 M38 • , M39 - M40 , - M41 : . -"-". ' i * Z , ' -•;' , , I », •< " ' M42 -'< < *,* v I ****** ': ' * 'V, f ' ' ' M43 - \o" . ' *• -, ! • r, ", • 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 max min max min max min maxmin max min maxmin maxmfn max mJn max min max min max min max max thihi max min max 'min maxmin max max min max min max max irthn max min maxjob. max wire max max min max max mln* max min max .054 , -.007 ' .054 -00?'.' .054-.007 .054........ooi :,' .054 -:007 .:.... .127 -.003 .127 -.003 • .127 ~.Q03! .127 -.003 . .127 .112 .112 -.MS .112-.0*1....: .112 .112 -.018' i .193 JDGi , .193 .QOS .193 .193 • OGS-'4^' 193 vJBBS' * .2 .2 ,008 "\ .2 .2 .«» ' .2' .008 .288 ,288 .288 -- *JQfi7*5 288 -lftS7-»s .288...ttffr: 4 •3- 4 3' 4 3 4 3' 4 4 3 4 4 , 3 4 4 4 4 '^ 4 4 4 4 4 4 '&'< 4 -T>- 4 ty 4 4 1 4 4 V' 4 1 4 3 ^ 4 4-^ i 4 4 .002 : .002 .001 0 0 0 0 -.001 -.002 -J302 .002 .001 Q 0 0- 0 -.001 -.002 . -.002, .002 .002, .001 .:. -Q" .. 0 0 0 -.001 -.002 -.002- ' .002 '. .002 .001 ...i ...Q -.. 0 '(I" 0 - ,-0Q( -.002 .002 0 0 0 0 0 .. Q;.,.. -.002 «00& ' - .002 .002 0 0 0 .. .....0 0" -0 ••:,... -.002 -.-.002'. 1 1 3 1 1 1 3 1 1 1 3 1 1 3 1 3 t ^7 31 1 3 4 3 ,4- 1 31 3"1 1 3 1 ' 3 'T* 1 1 3 1 1 3 -1 3 1 ' 13 1 3- 1 t 3 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 , 0 0 6 0 0 0 '0 0 0 0 0 0..:..- Q 0 :.. 8 0 0 0 ". ..Q4.' -"- 0 0, o • 0 0- a- .'• 0 " Q-:"'' 0 'O-*1 0 0'--* 0Q 0 .. > .Or.' 0 Q--~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1r111111111i1• 11•j 1~,<\ ,11111111- 1''111 1111111111111 V 0 Q 0 . ...Q..'- 0 0 0 0 0 ....ft: :.. 0' , 6 -•* 0 QV ' > 0 Q :• 0 0 "" ' 0 0 • - 0'- 0(J-. .- • 0.6...;.=....'... 0-,--'Q. •: 00' '-- 0'*. 0: 0 "0 '--, 0 W 0'..J- 0 0 0 ' ' 0 ' U 0.-• , - s*-: -/• 0• 0 .-.V 0• ~ 'o' 4> *^ 0 &*> 0 0 0 0, 0. ..." o ;. 0 < " N0/ 0 ' A: < 1111111111111111111111111••11 1"f111 V1'1 111 11 v$," 1 11 1 1 1 1 1 1 1 1 1 1 1 'T- 1 ;1 0 0. 0 0 0 0 0 0 0 ..:.- 0. 0 0 0 0 0 0 0:.. , o 0 • « 'HI " 0 0 0 , 0 0 ' , . 0 0 0 0 0 1 < o.: ' - . 0 0 0 .„ . . .; 0. 0 " - ** 0 0 Q 0 .. 'Oi 0 1 - ', , . ° ' , 0 O* • "- ; 0 0 0- o 0: . o 0 ....: Oi- 0• " ".a- 0" Qi '• •' • 0 111111111 A ' 1 1 1 1' 1 1 1 1 1 ' 1 1 1 1-' 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1- 1 1'1 :"1 '1 1 1 1 1 t 1 1 'V 1j-p 1 1 0 ' .-. Q n -.002 -.002 ,. -.003 -^03' -.002 ,.002 0 ' '. .0.. -...'- 0 &:'•- -.002 •• ,-.OM*'' -.003-; '-.003; -.002 ; '« ^'QggV - 0 i 0'" •: 0 Q «' ;' -.002 -.003 -,-.003-. -.002 "»' -.002* 0'" ft* • • 0 /-MO, • • -.002 ' "" "^ rtn^? -.003:.:.;.. -.081''.' -.002 " -.002 - 0 •;4V «j0'" '• 0 " i;1' "0-!''-. , -.002 ' ' -^>B8f* ' -.002 "^•'iJOOP"4' •- -.002 0 0 >.:; 6..-.1' -.002 -.002 s*":XQ06*:" -.002 ,. ;>«.. ^CNSt ' " 0 1 • 1 3 1 3 1 3 1 1 1 1 1 3 1 3 1 3 ;'1 ' 1 1. 1 '1 3 3. 2 3 2 1<f 1 -1 3 1 3 1 3 '1 1 '1 1 1 3 1 3 •"1- 3 '1 1 t 1 J1 3r 3•1 3 1 1 •1 Envelope Joint Reactions Joint XFkl LC YFkl LC Zfkl LC MXFk-ftl LC MYfk-ftl LC MZFk-ftl LC 1 ' 2 " 3 N2 .,.»-,?/•• -A N4 max max .053 .035 "" *lQ8fi~''' 4 4 i'Stf 2.014 • j ^JOTK1- - 4.163 • 1S2H- • - 1 2 4^ 0.0- '.; 0 . •> -0.--:>,: 1 1 ffJl , 0 0 11-1 > 4 v; 0§ r* •:, 0,"• fcftj" > ,r 1 1 II1- 0 0 '-f ?Mi* '« 1 "HI 1 4 ' RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 49 Company Designer Job Number Joe P. Hill, P.E. RHM T&B 7 ROW BLEACHER LONG TYP Feb23, 2010 2:10 PM Checked By:_ Envelooe Joint Reantinn^ {Continued) Joint xrki in vrki LC zrki LC Mxrk-fti LC MYfk-fti LC Mzrk-fti LC 5 6/ 7e 9 1911 12 1314.,, 15 1f 17 18 - 19 23 21n-- 23 24 -- N6 N8 N10 N12 N14 N16'! ; V" N18 - . - l?# " N20 »„' • '"', v N22. ••?- -r * :~* Totals:- •"*•:'?<• max irtff]maxmine max fin" maxlate max,"iwftv max mte: max RJtn max M*&ikiraB- max ...Sib' max tinto .067 ...< -.0SS ..,.. .025:....os7 .. .093 ...... ~M2 .032 -.063 .052 j-:04"; .. ' .092 «.Q62 .039:*w& • .105..>.*«.<& .108 ~.Q84 .702<- igas,-- 4 !? 4 3 4 f$ 4 ? 4 ? 4 3 4 ? 4 ?• 4 ? 4 3 3.988;i?3 4.179 ... .i2S 3.992 .168 4.187 J52& 3.979 .23* 4.009<HSrt 4.102 .\4S8' - 3.972 .1M 2.222 364 39.898 ^«» 1 3 ? 3 1 3 ? 31 ft"1a-?'»'1 »??r 2 •» ' 0 .0 0 ..Q : 0 0 0 0 0a 0 0 0 0 0o • ,. 0 -0- , 0 •.''.0; 1t1111111111111• 1111-1 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 6 0 0 11.111t111• 111111 V11 *• Q 0 0 8 0 0 0 Q 0 .0'^ ...o-.•"0 - 0 ,'•0 " 0<J 0d 111 ;1 11 t111•t1 t1f1• 111 0 .....0- . 0 0 0e 0 Q . 0 0 0 0 0a 0 0 0 - r. .. 0' " 111 11 t1 111 111 11 111 Fn ye/one A ISC ASP Stwl Code Checks Member Shape Code Check RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\7 ROW BLEACHER LONG.R3D]Page 50 Solution: En veto p« Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD SIDE ELEVATION Feb23, 201 Oat2:11 PM scaffold.RSD • •• !• ii ii i •• §i • !• I . i i. i I i t I t i I i i i I j '7777}ss*w Solution: Envelope Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD REAR ELEVATION Feb 23, 201 Oat 2:11 PM scaffold.R3D Solution: Envelope Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD 3D VIEW Feb23,2010at2:12PM scaffold.RSD i • i i • • i • i * i i • i • !• 11 i* if ii li i i Tx IYI .z ^ A £ 4 •f, J Loads: BLC1.DL Solution: Envelope Joe P. Hill, P.E. RHM T&B EQUIPMENT O032k^,094k ^••125k ,-O125k ^"'125k ^''125k ^~'125k /~,"-125k •'094k ••032k ,063k, -188k ^ -O25" - A/25" /• -O25k ,- N"25" f V'25k f -^^ --1881 ,063k OMk. -188k ^ ^"•2Sk s -,"-25k • x"25" s O25" ^ ^-25k s ~,"25k "1MI OMk,0631^ ^ /^X /^N XA /^X 1 ^\ /^ /\ ,OD3K 188k ,25k -.25k -.25k ,25k ,25k -.25k . 1ggl,063k, -'188k r-^ ^ S^ ^ X s-^ S N , y188 ,063k v v v vv v/ v y w \ / v/ \ y w \s w \/ w ^ J^^^^2 x^^"T1 ift^ xjjy xj^ stZ" >Q^ >«J9' 7) r? 7) rr ,063k, -1Mk X" V'2!k /- V^ /- V25" /- V2* /- V'25" /- ^"25k ' O188' -063k |y\/v S^iv S^^ w^1 S^^ w^ w^ * ^^^?5 9- -,032J» -094h -.125k ^ -,125k -.125k ^ ^-.125k -,125k ^-.125k -.Q94k -.032k SCAFFOLD SUPPORT BOARD Feb 23, 201 Oat 2:1 3PM PLAN VIEW -> DL = 1 0 PSF scaffoid.R3D CUT M/T »§2. -.167Wft -,167k/ft \JAJAlAlA A J&J33,£S?fc*5"IT. - £7*/L Loads: BLC 2, tL Solution: Envelope fj/rf Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD TYP. ID FRAME LL (SCREEN WT->20 PSF) Feb23, 201 Oat2:17PM scaffold.R3D i » • i i i • t...i i • i i i i i i i i i i i I i i i i Loads: BLC 2, LL Solution: Envelope Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD LL (WT OF THE SCREEN—>20 PSF) Feb 23, 201 Oat 2:15PM scaffold.RSD Loads: BLC 3, ELX Solution: Envelope .075k .075k, Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD SEISMIC X Feb 23, 201 Oat 2:15PM scaffold.RSD a t f • t i ( •ii ii I • si ii if if 11 I i I i i Loads: BLC 4, ELZ Solution: Envelope -075k Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD SEISMIC Z Feb 23, 201 Oat 2:1 5PM scaffold.RSD Loads: BLC 5. WLX Solution: Envelope Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD WINDX Feb 23, 201 Oat 2:15PM scaffold.R3D * » i* if t • i • ii i i ii i i i i Si it . i ii i.i t • ii Loads: BLC 6, WLZ Solution: Envelope -02ksf -.02ksf Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD WINDZ Feb23, 201 Oat2:16PM scaffold.R3D Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Global Display Sections for Member Calcs ;:>><i Include Shear Deformation Area Load Mesh (inA2) ttSfiSBM^ii^^ft" * . -. i;: "•"•• • • •'.'•,'•'•; '- •' : •':. P-Delta Analysis Tolerance VfclfJfi^VSII*^''*-- i*.i?i.-.'?f.';'-i'",;:';">-.-;.. •• -, /,v, 5 'Hft£ '•' ,'. s 'i'"''f-v '''.-"•:••''' '".• .' Yes $9$: '. ' -,."iT,V' • " • " :•••,' • 144 '&&"•••• • '.'.":•'•' 0.50% •1T?f. ••-.'. ••.•'.?--., ' ::. Hot Rolled Steel Code fVjjHsfWrriS Wood Code Concrete Code AISC: ASD 9th NDS 91/97: ASD ACI 1999 MSJC05/IBC06ASD [Number of Shear Regions Biaxial Column Method & Concrete Stress Block PCA Load Contour Rectangular •Yef^ Hot Rolled Steel Properties Label E [ksi]G fksil _Nu_Therm (\1E5R DensiMk/ftA31 Yieldfksil 29000 11154 .65 ^49,36ao A992 11154 .65 .49 50 -.46'42 A500 Gr.46 29000 11154 ^65_.49 46 Hot Rolled Steel Section Sets Label Shape Type J fin41 Joint Coordinates and Temperatures Label X fftl Y Fftl Z fftl Temo fR Detach From Diao... N1 0 N3 2.416754 1.8956-14 ...7.416667 N7 12.416579 N9 11 17,416667 „4.239132 ^Qv. m M I* IM m m m J3 19.833333 4.239132 m^- 0.630208 17 17.416592 19 N19 7.416667 -0. 7.416667 -0. 3.91 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 61 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Joint Coordinates and Temperafairos (Continued] Label YML Z[ft]Temp [F] Detach From Diap. RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 62 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Joint Coordinates and Temoerature^ (Continued}1U ibeL jam TempJFI Detach From Diap.. 9* 95 Mft 7.416667 1.1:353144 -i5- mJL,N103 0 0 J2,5_mm,.„ 'o.12.S 99 N105 2.416754 1.8956-14 J2,5_ XTJ20_2.4187S4 4.239132 J2&. 1Q1 .N..107 7.416667 .0 J£5_122.JsttM.14.0816S2 12.8 J03 N..109 12.416579 0 42,5.UM.N110 J2,«££6i_14.081852 105 N111 0 3.91.1 12.5 8JM1P48 JOT.N113 17.416667 4.239132 12,5 J09_N115 19.833333 4.239132 12.5 JJfl.m111N11.7 0.630208 12.53a:M JL JJ3.N119,17.416592 0.63 42,5 114 M -ft: JJ5 -M?4ft 13.753568 12.5, 0 117.7.416667 7.191888 12,5. JM 0,630208 JL.jia...N125 19.833333 3.911 , MMM-AitoM.,,,120 J21 N127 12.416583 ...0.630177 •2.5" almost J23 .N129,,7.416667.3.911048 12A-31!J2A J25 N.1.3.1.7.416667 10.472728 J2A.J26*Jb 127.JJJ33 7.416667 11.353144 12^,.0. 129 0 _CL 41,5, OH 4.23M32 "0 131 N139.2.416754 1.8956-14 17.5 J33 m&i 7.416667 n&- 13J.N14i 12.416579 17.5 137 N145,0 3.911 17.5jSfe J39.N147 ,17.416667 4.239132 1.7.5 140141 N149 19.833333 4.239132 17.5 J42. -14J..N151 0.630208 .17.5 J45,,,N.153,17.416592 0,6g9074 . . .17,5.:>...:..;.^s'....•m146. 147 .N155 jm J 3,753568 4Z.5, J49,N157,7.416667 7.191888 MA, 151 ...N1.59,1 Q O^I 9<OO 3.91.1048 JLfi. 153.m 0:630177 .17A164.>aa.i155,'""'"^J'ffl MJ1048-17J^ J57 N165 7.416667 10.472728 17.5 159 67 7.416667<£$M 11.353144'"; oiS.Sii"ijnti*A£i 17.5 161 N171 fe^.^r' % RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 63 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Joint Coordinates and Temperatures (Continued) Label Y[ft1 Temp [F]Detach From Diap.. 16?N173 2.416754 1.8956-14 22.5 0 Iff - 6 165 N175 7.416667 0 J2A.14.083652 J22JL167N17712.416579 0 22.5 JM M78 12.416687 14.081852 22.S 169 N179 0 3.911 22,5 17ft • mm 22.S 171 N181 17.416667 4.239132 22.5 172,8182 '-22JS J7J1 N183 19,833333 4.239132 _22,5_ 17 19.833333 175 N185 0 0.630208 22.5. mm 0.630208 22.8 0 177 N187 17.416592 0.630074 22.5 178 19:833333 22JS 179 N189 7.41667 13.753568 22.518912.416644 22J . 181 N191 7.416667 7.191888 22.5 J821 ,*ai9i;:jy 183 N193 19.833333 3.911048 22.5 185 N195 12.416583 0.63Q177 22.5 aiM1098 187 ...N1.97 7.416667 .ajjim.22,5, 188 12.416624jaa.N199 7.416667 10.472728 .22,5...ii&_U2M_ 191 N2Q1 7.416687 11.353144 22.5 6 455379 -22.B 193 N205 JL 0 JL§_mm a '4.239132 ; 125.N207 2.418754 J.895e-14 _2L5™ 196 197 N209 7.416667 27.5 19® 1M ...N2.1..1...1,2,416579 ,.27.§.... N212 12.418867 27.8 2PJ,!i213 _fl_.3.911 27.5. 202«2.418TS4 N21 17.416687 4,23913:-2L; 205 N217 19.833333 4.27.5 207 N219 0.630208 27.5 20$j^s:Tt4tMff"0.630208 27.S 20 N221 17,418592 0.630074 27.5 _mS23233_27A HI N223 7.416667 13,753568 27.5 212_ 213 N225 7.416667 7.191888 27.5 0=630208 215 N227 19.833333 3.911048 27.5 ' 27JL 217 N229,12:416583 ,0.630177.27.5,. 7T2g§.,.:.. ft.l. 219 N231 7.416667 3.911048 27.5 221 7.416687 10.472728 27.5-'I.:.'. ,ay«'223 N235 7.416667 11.353144 27.5 224$ 225 N239 32.5 2.416754 32.5 229 N243 7.416667 231 N245 12.416579 32.5 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 64 Company Joe P. Hill, P.E. Feb 23, 2010 Des gner RHM 2:24 PM Job Number T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Checked By: Joint Coordinates and Temneratures (Continued} Label Xfftl Ylftl Z fftl TemDFR Detach From Diao... Jsai, 233 234 235 237 238 239 240 241 242 243 244 245 247 24$ 249 250 251 252253 254 255 258 257 258; 259 289 261 262 263 284 265 267 269 271 272" 273 274"' 275m-' 277 278 279 280 281 282 283 284' 285 286 287 289 289 290 291 2fi5£ 293 2MA' 295 297_2jgf£299 3M« -.' ' '•*'•'* '" -f&48." - '' §47 4S N249 N2s» N251 N2S2 N253 N254 N255 58 * "'' N257 . , *"-' -'i^Kft-' N259 '** ' ~~' I^S N261 -'• -• N282 ' • ! , '. N263 '--. - .-1«SS4" ' • ,'. N265 r ~'- v •!--•* 286 '. 'TV 4 N267 ,. •"-,•»,"'•, -<$J28!F' " " "' '• N269 ••-.•*&»,"- • -* , N273 N274 N275" - •/.$&; N277 ' ' • N278 •' " N279 -'*; ' => N28Q ' " : ,. N2!31 N283 f '.>!$'< v , j^jjg; N285«>H,;:j;.^-N2jJft*»" • N287 ' *; V~ lAppNEfiErK r-i'<'. • i N289 - ' o r\ C* «HfjfeilOii? " • /• N291 0- ;<--->.'.' "N2!J2 • " -' ",- N293 ?--.' ' ' N2S4 ••• - N295 '•• *<<• (M296 ,->.*>*' N297 .-: -.-.-• N2iJft V-^ •-.• • ". N299* !-"MiiS? .- '-," "- -i? • N301 p . "" . • ', ' i MSJB2' '"-''----*,''' N303*'' • ;-.-<• • i*iftiS /•".,-> - N307'.-,.. '-' ', --iftffife - > - N3C)9..,;?• •-••A.'SiHr -<s .-•: N31 •>f: ' ,'^«ffi 1 2^'* '*' , i. -''-'.'*' N313 j---S>>^.^w.|®«'4- •-.- « - ^-; •**iSiH»'., .yA^siiS5 N317 *--J "frj^f S^fflf . ••& *H;,4 RISA-3D Version 8.0.0 12.416667' 0 2':416f54' 17.416667 , AJf '£& IfcjSfVCk ' 19.833333 19.833333 0 741666r7 17.416592 7.416667 12.416fi44 7.416667 19.833333 1241^883.' - 12.416583 '" :-•/"> 1^4'1888* 7.416667: " • :12:41682* '.-f 7.416667 '• ' 12.416665 7.416667 0 0 2.416754 2.418714 7.416667 7.416887 ; 12.416579 '- 12.41888? : 0 17.416667 ' 17J418S7S '' 19.833333 19.833333 0 fty^tf&Sf" ' — 17.416592 7.416667 '< 1~2!4liS644 '" " 7.416667 •;' " 2^418j^4<: 19.833333 - fr12.418^te "* ' 12.416583 7.416667 12^18624,' ' 7.416667 12,416665 ' .-« 7.416667• fji'itiiijff, 0 • ' • . .6lT '?' -' 2.416754 • • "?«2L45 ^^&"*' ,« -^ 7.416667 * *• " * f. Jfr li QH&f * 12.416579 o r-J< ,_» gjftlfjnip, -;.' . 17.416667i.mtAMaaK.i «x,-14SllftS2 •'• 3.911 4.239132 1 896e-14 4.239132 -0- - 0.630208 0.630208 0.630074 13.753568 10.4726S? 7.191888 OS302Q8 3.911048 3.S1101T 0.630177 3.911098 3.911048 10.472728 18.7B3S37 11.353144 '8.488379 0 4239132 1.895e-14 4239132 -'- 0'i4joaftesz 0 ' 14JQ116S2 3.911 3MtQ48 4.239132 "- 1 JB9S8S-14 ' " 4.239132 0.6302Q8ftflSSbfiflsw-' "" - 0.630074 13.753568 '*.JtffiS4?2Bflf? •' " 7.191888 Ol83^Q8t 3.9110483.9ffiH7.i% j 0.630177 3.911048 10.472728 ••iST&sssy'"*' A 11.353144 ' - JMkSBSfBi*'' '•'- 0 ;i . st-gSfifeS,4 % " 1.9956-14 ~'»'* . 4J!^I%S2»' -L — 0'"''•' 'ti.fiSfiSiz^'"' 0 ,140818^ /.^S^HiiliA' 4.239132 •'"•:' MUftftH PjfiPR;'*' 32.'S ' - §.5 J6-' 32.5 32.5 32.8 32.5 32,8 32.5,.-.•.„. .MB 32.5 32.5 32.5 32.S 32.5 '".'• 32 § ' . 32.5 32.5 32.5 32 J 32.5 ' ' ' -^32.5 37.5 37J5 37.5 37.S 37.5 '3T.5 37.5 ' * 37.S : , * 37.5 37.5 ' \3ffjti 37.5 37.5- - *•!, 375.*.-" " <• 37.5 37.5 37.5 *',-'-' ', 37.S 37.5i '• - •<• ^"yfj^ 37.5 37.5 37.5 •STS'''* 37.5; " ; "Sfrj^ , 40 •, >v w, ^^Ji?" 40 ,-\ . ';<\i|8'i' 40 , *)> ,h¥f<Q.' 40 ;,-",, •^•'ll'IijQ*-? .• . 40yij^f^'^»> «. _ 40 S.f 57-S .iffi§x<X • - -• 1- o/ *',' s 0 0- f o'.- 0 ' -'-0*. 0 1 &•" ' 0 0.» f -ti .- •- 0 'i. 0 •- 0 •' •> Q'-, * 0' "' Q:-- - 0 0 !•:" $' • 0 0 0 0 :. 1 0:.. - 0p o; -'i • 0 '=. t-'.O ' 0 0: -.... 0 : ! . ft . V. • Q -. '- • '' {o?*'' •-'- - 0 f^-.^jv* - 0 0 1 -ff , * ,' * 0 j - (jp.,,v . 0 0- "tt • , 0 0 0. • !-&, -•• > 0 " - ~P!{SH 0 • f < • / • [" »5jjf *" ^ 0 • N\ ',j .'tif* •> 0 'i-,' p -{Jf"-N • " -•'. 0<!?. i''Tf:' &!-•""' ' " 0 v '^SM? y V;V •' ' • ', r. 'r . ' ,-.< ,_- .- - '-, - -'': ?•' ,- I -• -- ;" j-f" ' J ', V 'i- ' K - *< • , *. •i-'-' N ,*> ^7: -,.-.- ..' 1 -?' ^ " " ' ' ' ' f< ";•**-' ! '? IS;?,, '* ';,^4j- -i vr ^ [C:\Projects\1 0035 KIA Classic - Carlsbad, CA\scaffold.R3D] Page 65 )m <m imt imt >mn im M m IM m i» !• l«i 1* !• !Hk IM 1* W lin l« ilk m m m <H> Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Joint Coordinates and Temnerafures (Continued) Label Y|Tt1 Temp [F]Detach From Diap.. .301 19.8333Jg,JJ&.JQUifesaaasa..JSL N321 0.630208 40 JffiL JQ5,N323 17.416592 0.630074 JW.jst. 307 N325 7.416667 13.753568 40 ^fiL JL.309 N327 7.416667 7.191888 40 Jll 19.833333 3.911048 ^e...JI2,313 N331 12.41 0.630177 40_M. -315.7.416667 3.911048 ^P_ii5?i31612,416624 31Z-7.416667 10.472728 -JQ. 319 337 7.416667 11.353144 40 320 6.455379 40 Joint Boundary Conditions Joint Label X [k/in]Y[k/inl Z fk/inl X Rot.fk-ft/rad1 Y Rot.rk-ft/rad] Z Rot.[k-ft/rad1 Footing RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 66 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Joint Rminrlan/ Conditictnv Joint Label X fk/inl Yfk/inl 7 Fk/inl X Rnt rk-ft/radl Y Rot.fk-ft/raHl Z RotJk-ff/radl Footino 45• ,w> 47 W" 49 = «*•;51 ' »•>53••-Ww* 55•8fi#; 57».; •.B&f-'f N243 N250 :•- i-'-K^Mfr- N273 •v:-r fftiffi - N277 . ^..tfifiifSSHI N284 ^'^••JiSfift - N307.;• *s -Sisi» •<'•-• - N311 "^-••fisftSi, - / N318 .•^*,-,*Hi»G • - Reaction Reaction Reaction Reaction Reaction ,. .afeEh Reaction Reaction Reaction .:..-. LRiMsfiB**. • Reaction v ' fttit!fi&r& - Reaction .' Rea&fon, Reaction Reaction , Reaete ..-: Reaction Ft6£K3ik3n Reaction .. Reaction . Reaction ....: . Risac Son. <• Reaction - Reaction Reaction " Reaction Reaction Reaction Reaction 'ReaMotv Reaction ftfld™SSr..';i Reaction R^^loti Reaction Reaction Reaction Reabtton - Reaction Reaction Reaction Reaction Reaction Reaction Reaction Readten „ ' ' ' •• / - '•*" • '. " i ' ' ' < Mt*mhf>r Primarv Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape, Type Design List Material Design Rules M1 JH.N2 JQQL Column Pipe A572 Gr.50 Typical JML JV13,N5 N6 COL Column ..Pipe A572 Gr.50,TypicalJMcaL M5,N10 HZ HBrace JPJC&A572 Gr.SQ TypjcalML. Jd.JJ27 HZ .HBrace,A572Gr5Q,Typical"""'Cog,,-:;!Column N13 N14 COL Colurrin A572 Gr.50 Typical N1S ilyjasaL JLt N22-JNlfi.HBrgce A572 Gr.50 J21 'N2S A572(Sf.5Q M13 N17 HZ .HBrace,,PicmiTiiuAiBi Jypical. JiclcaL N19 N30 HZ Pip A572 Gr.50 Typical JLZ,M17 _N21_N28 HZ,HBrace JOB A572 Gr.50 Typical A5Z2.Gj-.5a 4ft.N25 _N27_DIAGONALS VBrace Pip A572 Gr.50 Typcal 21 N26 N24 HZ Pic A572 Gr 50 .Typical N27 N2§_VBrace Pipe A572Gr.50 Typical N30 DIAGONALS VBrace Pic A572 Gr.50AO^Z <jr.ou AST^a-M Typical 27 MSB N38 COL A57 Jd31 COL Column Pic A572 Gr.^Q Typjcal -at A572Gr5Q,inTypiqal M35 N45 N46 CQL PIE 35 HZ .HBrace,Pip A572Gr,£cal 3L,M39 N50 N59 HZ,_PJC JNgjL :ypjcai... N64 M43 N63 N54 HBrace A572 Gr.50 J[ypical, 43.M45""!^a4";":;!i'N56 N61 Pic•m. N57 N60 Pic A572Gr.5g Typical 47 Jd49 N5Q A572 Gr.50 >;j RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 67 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Primary Data (Continued) Label I Joint J Joint K Joint RotateMeg) Section/Shape Type Design List Material Design Rules RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 68 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Primary Data (Continued] Material ..Design Rules RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 69 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 70 Company Designer Job Number Joe P. Hill. P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Mem her Primary Data (Continued} Section/Shape • „ Type Design List , Material Design Rules RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 71 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Member Primary Data fContinued} Label I Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Design Rules DIAGONALS DIAGONALS I VBrace RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 72 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By._ Member Primarv Data (Cnntlnii&H) RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 73 im Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ M(*mht»r Primary Data /Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules Mem her Advanced Data Label I Release J Release I Offset[in]JOffsetfinl T/COnlv Physical TOM , Inactive JVM.JT&L M3 -Yes ja§_JSen Yes AdBtNM M7 BienPIN V_ ip*^ I BenPIN JYgs_ Yai; M9 Yes1$BenPIN -Y«T JjL M11 BenPjN Yes 12 .13,J/M3 BenPIN Yes 14 _BSBPJM 15 IfiM15 BenPIN Yes .18.., 17 3E JdlL sioesM.BenPIN Yes, Yg§_ i £S 23 BenPjN Jfest ; BenPIN, -! ' Af . ji, ' Yes RISA-3D Version 8.0.0 [C:\Projects\1 0035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 74 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ IP tm Member Advanced Data (Continued) Label I Release J Release I Offsetpn] J Offsetpn]T/C Only Physical TOM Inactive M33.M,M«BL.U,,,.M.BihPIN Y< IISS, ..... Y " e.? 35 M37 BenPIN Yes 38 .MSift;..yes. -3Z,BenPIN,BenPIN Yes. 38 39 BenPIN BenP NL .YejLjfiiL M43 BenPIN -BsnHfcL BenPIN Yes, 45 BenPINmvmss$m'BenPIN Yes. m^BenPIN _Yes_ 49 BenPIN BenPIN Yes"BenPIH 51 M55 Yes 53 M57 Yes M59 BenPIN, 1nri<.£ f *'«i».««i v*rt BenPIN Yes 57 rwr88 __ BenPIN BenPIN BenPIN _ J3,BenPIN BenPIN Yes BenKIN M69 BenPIN BenPIN Yes M71 ..BenPIN, J9 BenPIN Ygs 71 75 M79 BenPIN BenPIN Yes 77 M83 Yes 79 Yes J&SJ 81 M87 BenPIN BenPIN Yes BenPIN ...Yes 87 M93 BenPIN Yes ;,',ig*3mm&is titt. BenPI Yes...^.._K_..,. Yes 3^J^Li» 95 Yes -SI M1C */%iKV... Vfe^'ESi -!j»*»:^fg: #v t »s-**, 99 M105 BenPIN BenPIN Yes RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 75 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Advanced Data (Continued! Release.IQffsei J Offsetrinl T/COnlv TQM Inactive, ..Ifflb- 103 M111 Yes J05 BenPIN BenPIN _Yes_ JIQ7 ft BenPIN BenPIN J09 M11J,,,,_Y§SLJMi111352BenPINBenPINJYes. 113 M121 BenPIN Yes 114 BenPIN J15 M123 BenPIN JJI M125 BenPIN Yes, 11 M127 BenPIN BenPIN Yes J21 Yes BenPJN 127 129 131 M141 BenPIN BenPIN,....Yes.... .....•Si 2BenPINSinPfNf V */ *< _. 135 M145 BenPIN Yes M147 BenPIN BenPIN BenPIN139BenPIN Yes 141 M151 BenPIN Yes MM.t A ..-'%> 145 M155 Yes -147 -B§nJ 44S,BenPIN,BenPIN, BenPIN 151 M163 Yes Yfefe.: 153 , BenPIN 157 M169 BenPIN BenPIN Yes 159 M171 M173 BenPIN BenPIN, ..BenPIN.Ye§_ -If.1 BeimPIN Ig'a- RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 76 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Mem her Advanced Data (Continued} Label I Release J Release I Offsetpn]J Offsetrinl T/C Only Physical TOM i Inactive 169 M181 BenPIN,,BenPIN lifeM182 171 M183 BenPIN BenPIN Yes,3E 111 M185 BenPIN BenPIN BetiPIM 1Z5 M187 BenPIN BenPIN Yes. 176 Mtaa? 177 M191,,Y•Yes ITS.Y§s, 181 BenPIN BenPIN Yes JS1. 183 M197 Yes 184 JfJ8S_ 185 M199 BenPIN BenPIN Yes 181 BenPIN BenPIN Yes ~ 189 M203 BenPIN Yes JMt 191 Yes 197 Yes•-:•';• ~y 199 M213 BenPIN Yes BenPli ....¥« ji: ••'vw-li-y' 203 M219 I j<-**' 209 211 M227 BenPIN 213 M229 BenPllS 214 BenPIN 119,M235 BenPIN Yes 221 M237 BenPIN BenPN Yes BenP Yes 225 BenPIN BenPIN Yes BenPIN BenPIN Yes Yes ?? -:JRgC¥> it' *4^'»'-4-^^J1-"?^ *5ijH. BenPN BenPIN Yes BenPIN BenPIN Yes RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 77 •"» Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Advanced Data fContinueri] I Offsetfinl J Offsetfinl iOnlv Physical TOM Inactive .Yes -Yes. .Yes .Yes .Yes. -Yes. Yes Yes -YejL17] ;,^'*•'-'/..)...» >. <-'*- YejSL Yes Yes*A- ?*. ,r.b--$ ..Yes, Yes Yes Yes Yes Yes v Yes *. ^bjiSt alTT^ Yes Yes Yes RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 78 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Mem her Arivanrorl Data (Continued} Label I Release J Release I Offsetfinl JOffsetpn] T/COnlv Physical TQM Inactive J09 BenPINjit. .HI BenPIN BenPIN JE.313 BenPIN .BenPIN .315 BenPIN Yes Yes_ Jfia 321 BenPIN -Yes. BenPIN Yes 325 M345 Yes_ 327 M347 BenPN BenPIN. 335,,. BenPIN,. 331 Yes 33g.M3.59 BenPIN BenPIN BenPIN «;Kft*S :i*,_* 343 .Yes 351 M371 ,Yes_ 355..'.'?^ii. BenPIN Yes BenPIN RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 79 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Mem her Advanced Data /Cnnf/m/prf) OT 377 378 379 380 381 JOSL 383 384 385 388 387 38S 389 390 391 392 393 394 395 396 OQT 398 399 400 401 402 403 404* 405 406 407 408 409 410 411 ...4*2-- 413 414 415 '41#» 417 '418* 419 420 421 422' 423 424 425 «$< 427 428 429 430 431 432 433 434 435 4M 437 .438" 439 440 441 44? '" 443 444 Label • .' - tuW* M397 1*598 M399 M400 M401 M402 M403 WI405 II4&* M407 M4B8 •• M409 M41Q •;• M411 M4*2 M413 '-M4<4*< ~ M415 ...ft^4W / M417 .< ^M41«'^' M419 X',M42flL'J M421•>''•* -"iSiifiKK " M423 ' - M42*-- - M425- fairn -,-'- M427 Wife" " • M429.,..^**i» '•.<•-- M431 , ' M432J- //.' M433 «'iSU»f --. M435 -*'«*! iMf»;V« • M437 "SR<i'W43BI "" M439 - <\:$440?. M441 ",~"-M4i2* -; M443 M444 M445 ' M448 M449 M450 M451 M4S2 M453 M455 M4S& M457- M4S8; -, M459 M48* **, M461:....,y«fr-s- M463 -v:!*W64» .,. I Release BetiWM BenPIN BM3W BenPN Bert»N BenPIN BenPIN BenPIN BenPIN BenPIN ' BenPIN BenPIN BehPW BenPIN BenPIN BenPIN : i^PW BenPIN< ms&m BenPIN JteflPl*!' BenPIN- -^*». :• BenPN , -"flSii»M BenPIN BenPIN BenPIN BenPIN * . -.BenPlNi •' BenPIN V BehPtN BenPIN..aa«*i. ••; BenPIN ; BenPIN ' BenPIN lerfMM BenPIN.--flam**,/" BenPN•..aMrf*w- - BenPIN- fittripyj BenPIN BenPiN BenPIN BenPIN BenPIN ^»tf>W BenPINBMPW BenPIN BenPIN ; BenPIN BeftPttl < BenPIN BenPW BenPIN BenPiN = BenPIN JBert^ BenPIN - BenPIN BenPIN BenPIN BenPIN J ReleaseSaftWNf. BenPIN BenPtN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BenPIN BfiftWN BenPIN SenPfN BenPIN BenPIN BenPIN BenPIN BenPIN ,-? BenPIN • BenPIN BenPIN : BenPIN BenPIN ** ." .s e^8iy'*l» - BenPIN BenPIN BenPIN BenPIN BenPIN '-- BinPtN > BenPIN ' SenPfN BenPIN • BenPIN BenPIN&&&W - . BenPIN BenPfN BenPIN .SittPW BenPINB«««sl BenPIN BenPIN BenPIN fieaPttJ BenPIN BenPIN BenPIN BihfNN BenPIN BenPIN BenPIN BenPIN BeaMM BenPIN BenPtN BenPIN .'. a^lPfN BenPIN BenPIN BenPN BenPIN SenPIN I Offsetfinl t / i x> ,*•* ^ _ ' ; < J Offsetfinl ;*-'-%,» 11 . '^ ' *x* ' * T-~ ' ^ t ' J, ;> , ' f " '• v , '6 '' . * " ' • T/C Only -< ' ' ' r >- . 1 , , ' ' •* * ' ' •'•. . X . 1 ' - '",' ' i' ' 5 ' ' ' ' -'. ' ^ - , ° V " ^ "" ' ' X '/ " . Phvsical .- Yesf/y Yes Yes( Yes Yes Yes Yes Yes Yes Yes Yes,' Yes Y«s Yes YeS Yes Yes-C- Yes , Yes";, i Yes•,,,Y«sV-. Yes MYes'"-.,- Yes ''"* Vfl^i.: Yes "'J&YB^' • Yes *'¥«& i'. Yes • *is< Yes V*"Y^tv Yes:i_r*te:,; Yes ^-Wf-- Yes ^•iYer3 Yes A-Wft.-?/ Yes !* VfrfeJ Yes -. "Yea-:, Yes ' - Yes: " Yes• Yis: Yes Yes Yes -Yei/: Yes "•• -Yes1 -,• Yes • YesV Yes Yes Yes '"/Yes, -i Yes Yes Yes Yes1' .' t Yes ' Yes : Yes" « TOM ... \- i „ • • r>' * * *' ' ~ , .(" - C' ^ ' '!' >' " ' ; ' ,-. r ';, . >M-:«:. *••• ' -x „ ' - ^ * • • ' \ \ -, . , - isf V Inactive ^ ' ( , ^ ^ -" */' * , t- -.' .- * •> •-Z- RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 80 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Advanced Data {Continued} Label I Release I Release I Offsetfinl JOffsetfinl T/COnlv Physical | TOM Inactive BenPIN,Yes, fienPM Yes Yes Yes Yes Yes .Yes- Yes Yes_ Yes Yes Yes Yes Yesv.waat -Yes, 1 Yes Yjre Yes Yes 1*1 Yes Yes Yes Hot Railed Steel Design Parameters Label Shape Length. Lbw(ft] Lbzzfft] Lcompto.. Lcompbo Kyy Kzz Cm-yvCm-zz Cb y swavz swav Function ML COL 4.239 5,5.5.5 LateraljygLiaieaL -Mg,COL 14.082 5.5 5.5 Lateral 4 -HZ,2.417 Lateral Ill IK. lit m M7 HZ Lajeral ^J_ M9 COL 4.239 5.5 5.5 L|tera| 11 M11 HZ Lateralr • RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 81 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Rolled Stee/ netsinn Parameter* (Continued) Label Shane Lenoth. LbwFftl LbzzFftl Lcomo to.. Lcomo bo. . Kw Kzz Cm-wCm-zz Cb v swavz swav Function 13 14 15 18 17 18 19 2021 22 23 2*25 26 27 28 29 38 31 32 33 > 35 36$ 37 !*K 39 41 •42X 43 45 *'* 47 49 51 §2i> S 55 57 &&*<• 59 61 6£' 6364i 65 67 ' 68 69 • 70- 71 72," 73 .74,' 75litfv' 77-•TIPS 79 81 M13 M14* M15 M18 M17 J M19 M20 M21 ,M22 M23 M25 M28 M29 V;*S00- M31',' '•- wraa^ M33 •I M34 - M35ystfSs*' M37 136 M39 'SBtf'f " M41V* i^ •iv>!| K h (ML/ 43g;^; 45 M47 > M48 M49 x.'sJJSb®?' M51v.iy tisgf' » W;t>; M57 i'?8mili4'' M59f'ha»*r M61 -' M82 . M63 ""*64 M65 *.-TMtoS' * M67 1 M68 • M69<>ii: M flw% •, ^ 71 7>A-, . M73-••iff*i , M75 B8'*> J M77tin.. - M79 •'-$ M J~|U 83 85 K"-.-*. - M87 HZ MZ HZ HZ HZ DIAGON.. DIAGON.. HZ HZ BIAGir*N DIAGON.. DfH®CM. DIAQON.. COL . COL COL HZ HZ COL HZ - '-MJ HZm'\ • '' HZ HZ DIAG( r DN... HZ ""•t'-'JiJC- ' : DIAGON... J1At3< DIAGON... )JAG(UJ^jPOLs»\^<SOt?> ••' COL f"C8SL HZ HZ "OEM;-- •-' COL M2? » HZ•Me HZ . MZ HZ HZ DJASQM^ DIAGON... HZ JIAGC DIAGON... MAGON... DIAGQN... -• j^Stf - CO >Xv' COL HZ*;•».•, HZ 5 5 .... 5 5 5.98 5.98 2.411 5 5.98 S:98 5.98 4:239 4.239 1*082 14.082 2.41? 5 & 4.239 2.417 5 1 ' §>': 2.417 8-' 5 8'" 5.98 ^SM- 2.417 K. , 5.98 5.98 4.239 14.082 14.082 2.417 5 4;23S 4.239 2.417 5 8 - 5 2^17 5•; S 5 S.S8 5.98 2.417 5 5.98 5.9? 5.98 5.98 4i23§' A O'SQ 14.082 5 5.5 5.5s:s • 5.5 1. 1 5.5 5.5 " ; • 5.51 && ' 5.5 8:5 1 1 5.5 5.5 S.S 5.5 - 8M : - 5.5 1 5Ji 5.5 5.5 5.5 - 1 - 1 5.5 5.8 5.5,,]!_§• - 5.5 " SJi' 1 1 - S8 5.5 5.S 5.5 ^*' . D^ 5.5 1 1 1 " ,- , ' - '*#""' \ ? ' ' 1 1 . .j ( ,. -, • i"-. ' 1 ^ ' , , 's * ** \ " • , " * ',".•• - '• «,, . ' " f "» V V , - ; , ' "„- - :,'• * • ,' > f - >' t' • » -' -, ( -•,.-• f." • J- , ,, 7 . ,, ,' ( i ! ,; .\ ', '; • ,, - '" ,i . *" < ' • - , - , C'- -)' - , ~ ., ;j',*" ,.., *-. - , . ' • . *• ,- '> '. -<-, , , Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral .ILsMaL Lateral Lateral J^IS£g_ Lateral Lateral JUfeL Lateral lateral Lateral JJSltffiEli ' Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral liataL Lateral Lateral Lateral'iiftN^ Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 82 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Jdot Rolled Steel De<zinn Paramt*te*r<: Label Shaoe Lenath. Lbwlftl Lbzzfftl Lcomoto...LcomDbo... Kw Kzz Cm-wCm-zz Cb v swavz swav Function 8283 84 85 88 87 80 89 90 91 92 93 94 95 96 97 98 99 101 103 105 108- 1,07 109 '.110" 111 1t$f- 113 115 'Hi- 117 119 4|^fV^ 121 123 125 127 128" 129 131 133 135 137 138 139 14® 141 ,142 143 144 145 147 148 149 K88 M89fcm M91 M82 M93w94 M95 - ft/96 M97 IM 98 M99 M101mm M103mm M105 , M106 M109: H-HB M111 W M- M- 13 14''M115 "M1M/ M117 Mf«« M119 i.-W M121 '?'l#a**/ M123 i-"W Sft - M125__M ^g '"V M127 - rittag -:i M129 3*»3ff-v# M131 ^2 < M133mm M137- rtisft-M M139 'Ml M141 M142 M143 M144< M145 M14B M147*m4$ M149 MiSfc, , M151"' fyH52. ' M153 S4'~ * M155 M1»-- M157 -SiiSii '' M159 M196s- i 'HZ.- - COL COL HZ HZ HZ HZ HZ .. .HZ. HZ , HZ DIAGON.. OtA^5N;... HZ HZ DIAQON.. DIAGON... DIAGON... MA60H... COL . C50C COL GOL HZ i-HZ '- HZ "•-CQfe COL "HZS HZ HZ ; ||2* HZ * - MS?* -' HZ 3IAGON. DIAGON... HZ JJ^gJ^gj: DIAGON... DIAGON... l-rOOt '•-- COL COL HZ HZ COL COL HZ HZ' HZ HZ... HZ . HZ.. • HZ -.-HZ.' .: D AGON... SAGQNi. HZ ..•HZ/: , D AGON... SftGOftL. DIAGON... '8'. 4.239 4,238 2.417 S. 5 5 2.417 .8. .. 5 S 5.98 5.98 2.417 ...... 5 5.98 5.98 5.98 5.98 4.239 4,238 14.082 2.417 S . . 5 4.238 4.239 2*417 5 -'- 8' 5 -JbilT' 5 *-. ... 5 S.98 5.98 2L417 5 ' -S.9S ' , 5.98 5.98 4^23®"" 4.239 14.082 2:417 5 S 4.239 2,417 5 5 . 5 2.417 5 5.98 Si&S 2.417 5.98 5.98 '-' 5.98juad 5.5 S.5 5.5 SJk : 5.5 •" SJ» ' - 1 • 1- •5.S-, 5.5 . ^''*, , ,-• - . r'T, ' ' , _ ' ' ' t •' •. 5^ "' 5.5 ' 5J5 5.5 1 1 5.5 ' 8,5--. . . - ;*• . x -' 5.5 5.5 5.5 5.5 S.S.- 1 "''S.S 5.5 i * *• . ' '' '.* V* "- -&M • - 5.5 5.5 5.5 ,1 1 5.5 5.5 "<• - ' ' ; , 1 . 1 i *• , «,; "', • ' : :^, , * , "" •, ' *S ' , 1 ; 1 , '» , " » . -s 8' • ., ~, '"; , ' - '*, ,,; « ' y\ '• ' * ."< "- - ", ! ^ ? ' !- ^^ ' '{'" '' " , • ,,- - - '** . 4 A- - •*"/ - ' £ - -,' , • , V ^ t V ' > 1 4" -/, ' ' ' ,'•- , •' ~* 1 > ' /' *" ' ''"•', •' ^ ^ * , ,' »<-' i ' • , " -'V: *• -* . I" - , J. ." - ,„ ._ i I ' ,1 * - f ' ' - - i -1 .' f -:"•-• i ' • -i N t '- ,',? I \ • «* $ .*-.. .) , , • l - l :l • ' f j : , ^_Ll *- - ' •..ft ,'* » >. < <T -1 -' . :- - • - " •;• .' • v , -, >v i •;, * • • > „ • "> , - •',, s? ,-••": ,' * f\ I ,'" ', ", Laisral Lateral Lateral Lateral Laiera) Lateral Lateral Lateral Lai.eral Lateral Laitjtrsd Lateral Lai.eral Lateral Lateral Lateral ,aiieral Lateral Lateral Lateral Lateral Lai•prat Lateral Lateral Lateral 'Laiteral Lateral tit uJLateralAaSj Lateral Lateral La ergl 8f£i Lateral LataraJ Lateral l^S" 4 «agKrtti Lateral Lateral -. Moral Lateral Lateral Lateral ..laM^-aklsrai LateralLatewi Lateral Lateral Lateral Lateral Lateral Lateral Lateral litfftral Lateral •Lateral 1 .ateral Lateral '** ^Ifi^JR RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 83 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Rnllerl Stool Desian Parameters Label Shape Lenath. LbwFftl LbzzFffl Lcomo to.. Lcomo bo. . Kw Kzz Cm-wCm-zz Cb v swavz swav Function 151 153 155 157 1SR 159 160 161 162 163 1«4 165 167 169 1?8> 171 172? 173 174 175 17®* 177 178 179 180181 183 184S 185186f ' 187 1Rff 189m 191 193 194 195 196 197 19ft* 199 2C6"1 201 2(52 203 205 208*207 20ff 209 21CF 211 __2J2v 213 ?14- 215 217 2fS 219 M163 if * f M165 iJ4 W5'' M167 _JSA wJ M169y<7Q M171 M173 * IT-t M175 Ml 78 M177 , M179 M181 1^182 M183 ^ •ft! M185 NI- M1 .; jft H(*•,' 87 Wff M191-MiiSf.-. M-K j; 93 ». .' M195 '*,96t- M197 '"'Mils-' - M199 ' U&EKkf*" M201 ij^^f i M2 -2*J|2 02r3'i M205 M207 ViyBSJI?' "! IV 209 2i&-" '.' M211i 812 !$'•% M213 -'MSBM'*"1 M217 ' M218 M219 n|y ?US) M221 " M?M ' M223 M2241 ' M225.4tttf . M227 'HtfiSW " M229 ?^} M2314-jsester. • M233Si!j^^$ " M235 COL _2OL • COLcot HZ HZ HZ COL COL HZ HZ-.' m HZ -'HZ- HZ HZ HZ DIAGON.. '-^HZX • HZ 3JAGON DIAGON.. 3JACHQH x DIAGON...5 -?i6&f?' COL ». COL K"'1-'" HZ!•' if1». COL ; C^3L " HZ -' ME . HZ ''•*5MZ; HZ "ftZ-'^ HZ •* ^$1"UB^ < DIAGON...MAisoN,:, H *'.> 2 2* A DIAGON... $MOIL* DIAGON...MSOJL, COL •, c^fjt COLcol HZ HZ HZ• cot COL HZ1" HZ HZ" HZ•:.vt- HZ . •!2£-t.' " HZ DIAGON... 4.239 14.082 2.417. is 5 4.239 2^417 5 '. .5.: 5 2.417 5 .'i,. 5 5.98 2.41? 5 5.98 5.98 "'4.2E38 4.239 14.082 i.417?: 5 4.239 4-239'' 2.417IV. §' v :: 5 S:: . 2.417 5 • , S - "" 5.98s^i 2.417 5.98 5.98 5.98 5:98 4.239 4.239 14.082 141882 2.417 '& 5 4_238iX 4.239 2.417 5 . S. r 5 2.417 5 S 5 5.98 5.98 5.5 S.S 5.5 SJ& 1 1 5.5 5.5 i - as < 5.5 <&§ 5.5 .1 ' 1 5.5 ' •> ' S»5N ' 5.5 SJI 5.5 S.8. 1 • 1 S.5 ' 5.5 5.5 6JS 5.5 5.S 1 ... .1.. 5.8 5.5 5.S '• 5.5 5.5 '. •**"••. 1 ; 5.5 SJ5- "- i *! 5.55_g 5.5 5.S ... 1 : 1 .-. , 5.6 . ... 5.5 , 11 /f ' "t 1 ' 1 - •» i *" ' •* *' " 11 *', ' ' -i. ,' v • < . ; v , a -' , ' * „ T ' ' 1 , v 1 < i - ' -» ' , ' , -N , , <r> '' ' ,, ' i *' ', *' ' ' ' ',, ' t» . A--'' ( * "„ ,v " ' • ' " , - ,« - ,' . " : . ' >.,. •< »' . ' ,f « - -• '.**" < •.'•» v --\ • v*. Lateral _LalejaL Lateral Lateral Lateral Lateral Lateral Lateral Lateral Laterel i Lateral Lateral \£!Ha&«&" Lateral^LaJarM. Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral MJfejral Lateral Lateral Lateral Lateral Lateral ^'\jejke&y& Lateral Lateral Lateral Lateral J^fflL Lateral Lateral Lateral • .ateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral 5 | ft^.^.f.A ^Lateral Lateral Lateral Lateral RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 84 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Rolled Steel Desian Parameters (Continued) Label Shaoe Lenath.. LbwFftl Lbzzfffl LcomDto...LcomD bo... Kw Kzz Cm-wCm-zz Cb v swavz swav Function 220 221 222 223 224 225 226 227 228- 229 231 232 233 234 235 238- 237 23S- 239 241 242 243 244 245 246 247 248 249zm 251 282 253 284, 255, 257 SBflT-' 259 26CR 261262 263 2*4-265 266 267 268 269 270 271 272"" 273 27* 275 278 277 27ft.' 279 280 281 282 283 284 285 29ft"' 287 288; _J wattj£a& M237 M238 M239 M240 M241 M244 M245 M246- M247 M248 M249 M250 M251 M2S2 M253 M2S4 M255mm M257 M2S8 M259 M260 M261 liSM^'"77 M263 M264 M •-i 2652664» M267 • M268 M271Sy2jf2™" M273 l3S3&K-*~j M275• iym** M277 • &J278 M279 M280 1 .- M281 M283 ' M2&* M285 - MS^MK' * M287 • M288 ~< • M289 ••' M290 ' M291 ~ M292 M293 M2§4 M295...-.Mm - M2971 M298 M299 36fe...: M301 M8tt2.-T • M303 M304 ' M305''•' •lilKSSS'v ' M307 • M3Q8 i 1S5*' v HZ DIAGON... DIAGON... DtAGON... DIAGON... COL COL 0m COL HZ HZ HZ COL _J2QL^7 47 , HZ HZ HZ , HZ, HZ•' m DIAGON... DIAt HZ DIAC DIA< ^R* SON... DIAGON... DIAGON:.. HZ "• ''$ HZ 1- 7:S"t S3&*' '- 4Z 17- - HZ •' HZ • , HZ -"•** *Wz-* •' HZ HZ '• '' WZ • ' " HZ : HZ HZ HZ HZ . HZ: ^. 1Z IZ • HZ< riz - HZ ,. VEt - h<z "<HiZ*h }• zz HZ iliifiS- '" 1- ^ ^1"* z* , HZ "•*! '¥&'>'•- 2.417 5 5.98 5.98 ...S.98 5.98 4.239 4.239 14.082 14.082 2.417 5- s 4.239 4.239 2.417 5 5 ,•5 ... 2.417 8 5 . .'S • 5.98 5.98 2.417 S"""^ 5.98 "?feSI 5.98 «"^S8' ! 2.5 2.5 -."'2.S • 2.5 . 2.5 ; 2.5 --2J51" 2.5 ffr"-2j^^ • 2.5 • ^2J§""; 2.5 2JS 2.5 2.S 2.5 2JS "" 5 .-S 5 -. S 5 " X'S 5 2.S 5 ...... S -. .g ' &• 5, S" • 5• 'jOtA 5 ^ JfiE '«• - * 5-,•<• sv'-.'i 5.S 5.5 5.5 5.5 1 1 5.5 5.5 ; i111 ' ', ~ ' .' U' '*f' , . "Y / - * ,'-' t*Q ','"' ' 5.5 5.5 S.5 5.5 1 1 5.5 8.5 * „ / , "f ~^ ' " '/' , "S '• "". - - - ,- 11 ,'• '"'* •" > , ^ ^ < - - - 5 j- •' • .' ; ]y * > • i ''! •• ' " :• , v, ; f >" , 1 % '--- ;-i": ' - , ' '• e /'. 'Is > - •*, "0 ' '.- '! J 5-'"- , - .- »- -, - t • " .' '^ (• Sj*J J |j f^-f- --.' . - -, .1 ,\ 4-« ' r ' " ,^ •• ",• • f- -S? «-,;- . 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RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Rolled Steel /Design Parameters (Continued) Label Shaoe Lenath... Lbwrftl LbzzFftl LcomDto...Lcomobo... Kw Kzz Cm-wCm-zz Cb v swavz swav Function 289 290 291 292' 293 294 295 296 297 298 299 300 301 302f 303 304 305 307 309 Mffi 311 313 S14P 315 317 318 319 323 321 J&& 323 3253&& 327 329 331 2&J?' 333 3fti* 335 335* 337im 339 340 341342 343 344 345 346-' 347 349 «$&>' 351 352 1 353a&fey 3iS6!': 357 M309 ' M310 M311 M312 M313 4314 M315 M316 M317 ft1318 M319 M320 M321 I&21 M323 M325•n1326 M327.ti&gffis' M329 / Si^D' -'•• M331 M333 •"''WSSMS • M335^Mak.;.. M337 '"S M339 * l4iMKJ$"> M341 r. •&KMi2v:' M343 M345„, M347 M349 ^HJSB&S. M351 >*ifiim M353 )**SSK'(- M355 M356 M K 357 368 ' M359 M360 .' M361 W M 362 363 M365 M368 M367 M368 M369 » M31S'X M371 - llStS-'-' ' M373 SMSfilir.': M375 ' JteW- -!' M377 HZ HZ' HZ HZ' HZ HZ i HZ N2 HZ • HE- HZ HZ HZ - 'HZ HZ « HZ ' -'?«. HZ '/. i'MZf - V!-"~ HZ HZ i4",flBS. HZ ;i:.ilkfliL'.. HZ DIAGON...Mi DIA(SON... DIAG6M... DIAGON... PJAJ DIA( {Ml DIA< DAI TW DIA( 3^0(43,:"; SON... »N,,, SON...^ji£:> 30N,.. HZ HZ *fi?* " * HZ HZ. HZ - M2-' HZ HZ HZ ..HZ HZ ...1HZ HZ WE2 HZ t HZm HZ H2 '« HZ DIAGON...SIAGON;, DIAGON... 5 S 5 2.5 5 S 5 8 5 S 5 2JS 5 S 5 S 5 8 5 2.S 5; s 5 5 5 S 5 5.98 S.88 5.98 5J98 5.98 L.S.98 '. 5.98 , 'SJ&" '. 5.98 5.98 5.98 5.98 5.98 5 S 5 S 5 8 5 2.S 5 S 5 S 5 S 5 2.S 5 ..S 5 ... S 5 S 5 2J&:*'' 5.98 -&&8" 5.98 x t , j ' * •# , : J < ° ->».' ' - / -" ^ t^ < 4 , •- : / ' -^' " w - '; '* i , ' ' • • «'. !, ' ' • -, - • & . ™ ~s <• • •-- ' , \ •' . •- - "" < 1 ^" ' * ~ " s .. - . "',- •: -V v' 't^ . " ' . ' ' . • . , - ( ' . - , v -. '- /•?'' -, ».; ,, '• <f , j 1, 1 ' . * *• Lateral Lateral Lateral Lateral Lateral La!eral Lateral JMlg&L Lateral _LaiejaL Lateral Lateral Lateral Lateraljieral Lateral Lateral iM Lateral 'Lateral Lateral Lateral I "J^f-jn^fitS..lata&sai' Lateral OaieM. Lateralsij&te&s$L Lateral Laterai Lateral Lateral JJ La La sraLeral eralera! Lateral LitieiaL Lateral Lateral J^•eral Lateral -Haleral Lateral _LaleiaL Lateral 1 atoral Lateral Lateral r_Lateral Lateral Lateral Lateral Lateral Lateral_La eral Lateral Lateral Lateral f t & Lateral Lateral Lateral RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 86 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Boiled Steel Desian Parameters /Continued]& L 358 359 361 362 363 364 365 367 368 369 370 371 372 373 374 375 377 378 379 Ml 381 382 383 384 385 388 387m 389Jm 391 392 393 304 395 396 397 398 399 40CF 401 482 403 40* 405 406 407 488 409 410 411 412 413 414 415 41S 417 418 419 420 421 423 424 425 426 abel M37S M379 M386 M381 M382 M383 M384 M385 M388 M387 M388 M389 M390 M391 M392 M393 M394 M395 M396 M397 ' 'iU M399 _IM4M -; M M "Hfl M 401 *M:L 4Q3 4M 4Q5 M407 408 M409 41C* . M411 <^te'" M413 '••M414;' .• M415 , M448 M > "S Mxs 417 419mj^Tf""" M421 M423 ' 'JMJ39t " M425 VM428 M427 - M4fl*f. M429 M430 M^m431 <i2iJ M433 M434 M435Mm ' M437 •-"SIay^ff M439 M440 M441 HjgjBfr, ; M443 , y444- *••>• M445 M'MS^ J Shape Lenath.. Lbwfftl Lbzzfftl Lcomoto...LcomDbo.. Kw Kzz Cm-wCm-zz Cb v swavz swav Function *Sf»I DIAGON.. 5IA«f»1, DIAGON.. EHAQ0N,.. DIAGON... DIAGON... DIAGON... >AOO*I DIAGON... 3tAG»N... DIAGON... 51AGON. ' DIAQON... 3IAGON... DIAGON... 31 i DIAGON... 3IAGON... DIAGQN... 3IAGON... DIAGON... MwS^^^KJL " D» !• . AGON... A<W H7 M7 H7 ' H7 H7 HZ HZ HZ / HZ.) " 'r '•wr-HZ • <(g^ % JUg-, H7 H7HZ _±E_ HZ '" -M2- HZ HZ •W2l ' » H7 HZ HZ 'HZ- H7 1 * •» HZ IhJ^ * H7...:..HZ..^ HZ '•»" HZ ".. *i&?;« DIAGON... S^^K^ft" DIAGON 3f (^^^fe t "1.98 5.98 5.98 5.98 5.98 5.98 5.98 5.98 5.98 598 5.98 &»'* 5.98 5.98 5.98 5.98 5.98 ,5.88 5.98• &.;gg . 5.98• isyss 5.98 5 ,/JSi.' 5ui 5 5 5 5 j IS 5-is 5 5 5 S 5 - 5, 5as 5 -- S 5 § 5 8 5 2.5 5 5 • 5 ,-, ff'- 5 - 5 5 .2J- 5.98"s^^-* 5.98 *<SSf« • ''.' "',,.< ' , , /- t ^ ' - " " '''>,. * '- ;"' < • '• »','*< • , * S *\ , « • £• Vj ' - - 5- ' * V - 1 ' ^ ' \ ,* ' ' ' * < ; «, -e <s ~ > - " -' /' ' ,f f ( / ^ l "? . 1 1 ! 1 • !'" " 1 ' I I - * ' ; " | i '4 '1 i - [ • 'i . .. .1 * •} '- -, 1 "• \ - AJ* l * - •- , i. j.-1- ' ,- < " ?,. ,• , * Lateral Lateral _LaieiaL Lateral Lateral Lateral Lateral Lateral Latera) Lateral Lateral Latefiti .ateral Lateral lateral LateralJ^teraL Lateral Lateral Lateral Lateral .ateral Lateral .'..LatJraj*,: Lateral Lateral Lateral • Lateral Lateral Lateral Lateral Lateral Lateral > ] jt^A-t^i^LacBfai ~< Lateral Lateral Lateral Lateral Lateral Lateral Igfejraj . Lateral Lateral Lateral Lateral Lateral Lateral Lateral 1 atoral Lateral Lateral ''SBfi^' Lateral .ateraJ •m RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 87 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shane Lenath... Lbwfftl Lbzzfftl Lcomn to...Lcomobo. Kw Kzz Cm-wCm-zz Cb v swavz swav Function 427 42» 429 4?ft 431 432 433 434 435 4?6 437 438 439440 441 44? 44 _4J 3 4 445 446 447 448 449m 451 452 453 ...-fflfco 455 J$r 457 458i•59 mmi n61 62 463i §168': i m67nr 469iHNi' 471lifts ^ • 73 f4 475 11WF-- 477 •f,*> 479 481 483 484 • 485ami 4S84a89 491 •4 if 9; 9;> 495 M447 ^M448 M449 M450 M451 M452 M453 M4S4 M455 M456 M457 M4S8 M M M M & 459 460 461 463 464 t M465 M466 ft M467 Ma469 W> M471 MITSJ ^ *' M473 M474 M475'-•ifr M'm (76 77 1®, M479 M480 M481 M482 M484 i M485 NU ^"Alb ^87 M489 M491 M492 M493 M494 M495 M496 M497r*^* M499Mtta M501 MB02 M503m»*•.. M505 106 M507 MSM M509mTO , - M511 MJ 4fcj 13 M515 )IAGON..s^Miii- 3IAC3ON.. )|AGON )IAGON.. DIAGON )IAGON.. )IAGON.. JIAGON.. ilAGON.. DIAGON.. )IAGdN.. )IAGQN.. iWilil!.'. DIAGON.. }|AGC3BJ. DIAGON.. 3JA©i5N 5IAGQN.. DIAGON.. HZ HZ.. - HZ i i^rlt. HZ .. «Z' . HZ ... M2?, HZ,.: HZ,- -• HZ HZ )IAGON...tiA^jfc/%itt <v DIAGON... 3IAGON... DIAGON... - HZ HZ HZ HZ -...HZ HZ ...HZ HZ HZ HZ - HZ .... HZ HZ HZ5: HZ IAGON... 3IA@(ltt-. IAGON... IAGON... 5.98 8.98 5.98 5.98 5.98 8.88 5.98 o.ao 5.98 5.98 5.98 5.98 S.88 5.98 S.98 5.98 5.98 "SJ88 5.98 5.98 5 I-,,' 5 -8 - 5 I- 5 ...2.8..." 2.5 S' 5 • S ' ' 5 .5V 51 'ft-..- 5.98 5i98 5.98 '1L9S'- 5.98 598 5.98 8' • 5 - S- 5 ...S 5 6 • 2.5 2.8 5 . 8. 5 • S. 5 . .S....:. 5 S.98 5.98 &9&n 5.98 '8.98^' 5.98 1 <* * "' ' ' > <• ' '•" ' ' • , , >,- •''%,•<>-•-. - v - ;- " , .. .J •' • • **.* •! -•- '' , ,,*, % 1 '* i -; . , ' ' -„ ! •' ' ., .. AN * , 6 I.'' '"-,' , ,-:•'-'„ . ''„ 1* <• , , * ',', ' * ' 5 .' , ''V -": ' "' ', • - '-i ; -/',-"!' 1 ' --• y - i - -•' ••: , - ~3, S, « f, • - f " „• " '-, ' . , - . ' . '* f,': - W < ' s,,, . - 4*~|f ' ,-V ' A '• . ' • ' • *! *'•. , ,t- ' . 'v .'" SA »-,'«• , i- r ' ; 't1-'' A j ,' - ; ;--,- **£,, * w., • -« j, >. ;, "; 5<S '; Lateral Lateral Lateral Lateral Lateral i at—raJ Lateral Lateral Lateral 1 atural Lateral Lateral Lateral Lateral Lateral Lateralt *^.^^«Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral -laiecaL Lateral Lateral Lateral -MifflL Lateral Lateral Lateral Lateral /tai&sl Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral I fttoral Lateral Lateral • LateraL Lateral Lateral Lateral RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 88 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Hot Rolled Stool Desian Parameters (Continued) 496 I M&16 .ength Lbyvrftl Lbzzrftl Lcomp to.. Lcomp bo... Kw Kzz Cm-wCm-zz Cb vswavz sway Function 8.08 ., Kyy, ...Kzz,,, Cm-yy Cm-zz ( I '- 1 '. * ':.....- t •-. LL.E _LMeiaL IK Joint Loads anH Enforced Disolacements fBLC 1 1 2 3 4 5 6 7 8 9 1011 12- 13 -14- 15ie 17 18 1920 ; 21 22 " 23 24 25 28 27 28 29 30 31 32 33 •34-' 35 38' 37 38 39 49 41 42 43 44 45 48 47 48 49 SQ 51 §2 53 •54 55m 57 58 '-„ 59 W Joint Label N242mm N174 N140 N106• ; NTS .,-.... N276 N310 N4- tm • N2 N38 N274 N3Q8 N244- - ;. • tms, N176 - ...... ...;, 'Mv&" : - ' N108 ' - • j'.JMTi"- N278 '/••', '.*3g12/-, , N40••: -. !:•• :....'<'.&»;.' - ;N8 -.."...... ' •/. ':..'J*I2 •:. -' N280 NS14 - . .'•• N246- - '- -' - »>.'ilSi5' •: ..'- N178 .- , ' . ^44 ....•-. N110- '• •" '>«*8'^ ^ - •:,- N317- > - • , -'-ffi'i'- ' ' •- -j N283 •- ' ' V;N4&~ -,.',- : N249•- ... mi& • ' N181 N14? N113: ttm > N70 Nt64; N138 r«?2 . N206 ' • - iKlft.r - N319. - wm- N285 NH^'" N251 . - ':.. - ' - N21?~ ' N183 '- , • • •••1SH46'' - N115 •-•• - - • ,'-'-*&*• ' v ., L.D.M L i L L 1 rs- ^ i''-' y. '«, L-."- 5 , -;.., L ' < " ''•'• I; t " ,' , ' • " ' 1 • " , , ; • \ ',',.'. o«' tj ^' ' '^ ; - . L - - L • Direction Yy...:. Yy. Y , . Y >'..:.... Y Y -- - - Y . ... Y : YY ,- •:-,..•• ,, Y•Yv:i-/ •- Y --, -Y, •: :*:~ Y,;, , ... vh -. ;': -, Y Y^"'-' ' >! ' Y.'y- •?"", Y •>YI, . ' . , . Y .:.:. *': ..•..-...:.-:..¥.*..,;.'.:..., : Y • '/'.Y.-C. --• • Y '.-< Y^i«', '- 1 YV-T>V; / Y V ¥ ",f - Y. • . • « '----:^ Y•YJf5:* - " ~ Y' , ' -< Y-- ; Y Y , • Y Y " .... Y ...'.. --• -Y ~ Y Y' '' " Y :....... Y. ...;'.: ,.- Y Y Y: A..Y..V- Y ' , ... YI *•'•'. . Y-. ;, ^ >>;--'-- -, - Y,„ Y?V- .. ,-,; Maanitude[fk.k-ft^. Cm.rad}. (k*sA2/ft.. -.25 i -.26 -.25 -.25 -.25 '....... -.25 -.188 , I - ' -.OSS. -.063 -.186 -.032 ..fl84 -.094 , > ..€32 -.25i . .- ;- -,2s ' -.25 -.'I'.- ',- -.25 , ' -.25 -' - • : - ,.25 ' • ' - -.188 /.L.' ' -JfflSS" -.188 - , '-) -.(m.^' -.063 ' - l ..18S',, -.188 ••--, - --Q63i . -.25a-v • ' : ..».: -.25 -JSB . - ».. -.25 ,,--',' --JS'- •' ' -.063f'l'''----^'- -.im," '• r -.188 - ' > -.188" -.25 i ' -^ -.25 .J25 -.25i : •-.»• • ' -.1251 ' - . -.128 -.125 -J.2S -.125-. ::.. -.:. . ...i2t . ' -.032 ' . -.032, -.094 • v.OM« • . -.125 . J -.12S . ' - -.125 -.128- s ' -.125- : - - . • -.125 • . , Joint Loads anri Enforced Disolacements fBLC 2 • LL] Joint Label L.D.M Direction MaanitudeKk.k-ft). (in.rad). (k*sA2/ft.. RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 89 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Joint 1, (Mf1S and Fnfnrrerl Displacements /«/ C 2 _• LL) ffinntinn*,!} I 1 ... 2 ... 3 „4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Joint Label N31 -' •-• ' ' m&j N99Kti-vi— tlHJSJ. N167 M5rt<i' ' """ — — — .PMUI N235 KJ5RQ'""•' ; rt^M' j N303 tffiX? N339 fctwK'• ' HBJUP N271 .: •" N237 Nor*1*' - •- •- SHar" • N135 I:-- "• • NMH 'Nfi7..:...:.: .. . was LDJY!, DirectionY .. :.-•;•' vY Y Y YY Y Y. Y I..:.. ,. ¥.Y V YY ^ . Y : i I Maanitudef(k.k-ftl (in.radl tk*sWft - 5 ' ' •' '••S '* ' - 5 - 5 ~M- - 5 rijp - 5 - 5 | . sJI .;... - 5 . . - '-£;- ' . - ._ 5 -j; • •• 5••_:....*£. '._•-. \... - :-*JE : •;_'_.' Joint /..OflrfS anrl Fnforced Di*nl*t!*ments mi r 3 • FLY\ 1 2. 3 4' 5 6 7 ' 8 9 1011 «13 14 15'W' 17* ts 19 20 21 22. L*LJ 24 • 25 _2i. 27 28 29 38,31 J&L - 33 M - 35 M,. 37 S8' 39 40- 41 -{42$* 43•MX* 45 Joint Label 4 N2.:-';• " m , . iI N6 K ' ' '" Sffi ^ ^ ^"^ N11 •".";" , ,'•„,- Ni-t ' , • , ./— •»- — - — i — - I — • na<a • » '.. . N36 .- - J, ",'i,^ ^^ *jgsi . j ; r~ ~"'•" ' — "•' in — ....nmi ... : N4Q-:• : :- - N42-, .-., N45^v;.- ,- - *-*«*r ••; ^~Myn, — 'yU. .r -i.>v:: / .MIX -• ~ N74 \*\. - - - •;*', Sbt* -.-> N79• -, v „ ,- ,-?t , , , iiass*."; r" r-- , N104^ •- '-•• -. -f ;M«S , '- - N1HA ^'•..^ :„.-= ' N«fl-. . - - ; N113 " . ' NtlR*" N138^ ""---- ' wi^ftv / N142-,-, - - '• -- m*A M1 A7'Nl'ff ^ •- • ' W4S- N172- " < wo. s <— — •«.,.,.. „. ,,,,or.f<f ' — j.... N176 ' - W7& - •• — — — — — . — — nlio, ; N181 ' . , N1RS - •> — .'..ruoa. - N206 '- -.•»-. v . N2M,.-N9ir>..— ,,, rifely..' - • 0 •**&& • N215•*• ',' *, * -<fcA' ' s! >;- Jtf9<^* : .""'.'„ , (.,'"•"". , ;— > • • »•••'? ' .»• «Utl */*.-. ^ < i ..n .'.. '.•;. N240\!.?IT .•>.-• "•S«i*SEf- >lM^j' ?\ - ' -.,•>.-:': N244 L.D.M , 8 1 >... - L'- ' ' ; ,'. ^^' '- .,. ' L ^ ?-#. ' " - ^ ' "°'^> = ' -. Direction X S...1 1... • X' X ".' 3S ax -•....-.fr,.., : ~X>x ...1"' j X 'x ?"... y- s 'x if. -. -._ 1 ,_x 1 _, _•:. X >\ x ..xg... "... xx ^5" v. »• _X .. - "•xA. :.'..'.''.'. x. _ ..x .j-. .;-...• ' -X '.x _.' «" ; Xx _^_ Xx j.;, : x -.... ; ; .•> — X . • .x„ •. xx „....'....' X' ..-x „.-.., • i X\ ' :x X • . .-' ""~ X , '"x ..yfejt ,• . "3C'< -;>'^ •xffe^v-'^xX' •-'• ••; , .'x Maanitude[fk.k-ffl. (In.radV (k*s*2m..075 —^ '...iflM ;•....-.• .075• ... .'..'JSttr ...'.:-•.' .075 .„ :.../, :.:.J.....jaHL •..»..>— . .075- : . .jmat.-.' =" • - "• • .075 .-. '-. .'.^MS - -. - .075 - , . ^--:07»'..'.r' /- '. .075" •• ' - Jam .•:;.>' •• - .075 i - iflM .•-"-" . 07*5 .075' ' • ^ aar ••>,>. .075 : , -'" JEHM. •••> * - .075 - ' - -07& • ' - : 1 .075 ' - -07S' "- t .075, JHI...J::'". ' . .075- : JB» .••:•- - .075 — . .....^ iOiail... :x...i.. '- .075• -Q?s -•-."•---. ^075 ! '. -J.QM >"... -• 075• --.am- ../t' •-.- . .075 .075 '..? •"- -^ '-K.,^QfSf, ^^iiv's' ••-.;.____^ 075 ...:... ^-^-J^V^AaPi'c"^ ->;7Yl. .075 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 90 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Joint Loads and Enforced Displacements (BLC 3 • ELY} (Continued) Joint Label L.D.M Direction MaanitudeKk.k-ft). (in.radl. (k*sA2/ft.. 46 47 4»- 49 50 51 52 53 54 55m 57 58 59 W - M4& '.- .- •,; N249..•.. 'mm ' N274 . . ' • . . N278 N278 N286 N283 ' t&& ' N308 N312• "• ; M314 . ' • ' - • N317 N318 L-" '';''3&' - •• • <j L X\_, x : L X L. ...X L , X ' L ' X L.; L L L Li L i X, XV, - X •Jtt X."*?• • •••• .. X -X '.'. . i ;: ' .tJftB ': •<•: .075 JB7S .075 I .078 ' .075 ,075 .075 ! JQ7S - .075*.OTS:.- .075 i ' • ",0?r?: - .075 ! .075 Joint Loads and Enforced Disolacements fBLC 4 Joint Label L.D.M Direction MaanitudeKk.k-ffl. fin.rad}. (k*sA2/ft.. 1 2 3 4 5 7 8 9 10 11 -12?/ 13 •fi'x 1518 17 18'^ 19 "20 21 22:- 23 24-- 25 28 27 •2g;~ 29 30 * 31 32' 33 34 35m 37 38 39 40 41 42 4344 45 4ft*. 47 49sev N2 N4 ' . N6-/ • :••?• '.'.- m N11 N36 N4Q N45 :-' ! • i "- '• jiM43t Y5-!, ' " '* N701 ''"}'•"•. tfX2x>~, • N74 N79 "••\'P ' ' tr' •%',"<* W&k -•', ! N1041 <•-,-" ~* f " ' '"- " titQSv* . * - . \ N108 . <; - 1"'yii'T--')'x->"'ft¥lift"' s »-,'"'-'- N113 ,' . k- -f>'' '?>•<:''' *-5f|,ifS-;-s t . . f,".1-* ; -" N138 ' , „• - "» "-.' J^iBlO'''.' - *''•,• N142 - ; .-, , |ji44- v ! " " N147 " ' ' JSW40-," N172. •- ", -.. -• <JN3j>4 *• - - , N176'/-.*'," ''wits - •< _ N181 '-. V ' "'Mt83 • ' N2061 «-."",', '.'IV N2Q8 - :- N210 • -, - r- .; ' n-Mtig • ' ; . ' \ N215 '•-•; '• ^.-''-l^? * , r - " ,-". N240 "-' -, " ; - • , "tftS(B2 • ' •>"'•-"' N244 N249;-?»*-'>>•(•,' •*• ,/*i^P;f^^sfl^,'5m"A%" >, f *t • N274 ' i' & 4 • .."( «-'-.- V'Mfrfi ^ ''.<*: r • H "^-.v^; " ' L L L t' ' L L L","--• i. ",'i L JL<-> " "' L *, ' >-«/- {^ . /_. 4' - ' L '!? • • / •• L L ; L • ' * " L .• . ' L" " •' L i. •> ' • L....„:.. .•....-, .-f- • ;.- ...;.: Lt '" ' vt . : ' ' L ' * 1 11' L.- » , L ' * L - L .!• • L , --• 'L - • L •* • £ L - • .: L"1 1 " ' L L ""• •„. L > ' , I V * *" ' '• ' • ' • 'C L ' - .|>. L i - •- ' L '. : . •'. ; L L,•'.-' • • , 't,l- ;•/ .'*•?. z z /2t ,' •„ • z z z^•; ...y; .^..^. _ z:- ' -?<>:' «-£$• - -/, z •"•*X$!f'< '"," - ' Z -I f-V 2; *>"" Z.>, ., 2 v,. , ,-';' ' ,Z-*-. •- l Z " ....A* >'.'r3E!. r '.' .. -.." Z *' " , ">i"'N " • ' '/ " Z t'ZJl':, '• Z ' Z¥ • Z' - '"-i^' z• '•: z! '!z - ,. f "^2^' Z " ' V • Zf** • ' 'z z. - •• . c- -52- ~ -. . :z•'£j£'vjs?S».,'' -x Z Z ','Px>- v'jf i-"SS9f}'" *' - -"' Z<i.. «<?5r«8S'->it. •'„'.'. «-vj .075 .075 .075 .075 .075 | / ,:'jDSBH^<' - •- - " .075 -- • ^'f-tyfisSf >?-.'• • • • .075 < {.' - ' ,• <; ,"'l3SW&"' . "'• -< " ' .075 .075 ' •' ; '-JQffl&^>'i>«V-' .075 "- ' {"• JSiSJp" iti ' - .075 ' I- - ' •'"'-^ LflJsffi!'-"^ *«*?->" '- j .075 . ,•!' • " - %V -j0ft6t'ie •," '- "• .075 t " *" s^ \ if *~ jf ' t^t£s^& ' <. "' '< f >*(•* " „; aUKSJ^T , * *• .075 * -j1 ;!. 1ib?®{f-( ^ *• ' .075 } - , .'jQfJft%>' - ' .075|, - "• , - - ?*0fi?i> *• .075 .075f '-•.'. *'"r6s^ • - •"-. .075' •, " "'. '" ' - x<6?te^"~" * - ' • .075 •I - " * "*. \J3Mf *.iy .• , " -' .075 .- 1 ,-,'.: ,••;-- $/$<[&$}••*'>«>:••' ' " .075 -" Is' -'•-'. .*'40JS' . '-*•'*- - .075 • '•!,-«* ' '• *r -'jSfe^ •' • •' -N' •- .075 Ht^'ix*^"'^"'^^®^ ^ S11'.'"-^-1*" "-' .075 *'.!<* '»"*.' ' •*<•'„ "'^JJGJH' *\^*. "*•- 'f ; • <iit •• •K HI «• !•• IMP 'ttc !• m !• IMt IM» w m m m RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 91 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT Joint Loads and Enforced SCAFFOLD SUPPORT BOARD Displacements (BLC A• E12'} (Continued] Feb23, 2010 2:24 PM Checked By: Joint Label LD.M Direction MaanitudeKk.k-ftt. (in.rad). (K*sA2/ft.. 51 52- 53 §4 55 .»••• 57m 59 60 N278-•:> V-, ~. -". JiMBKr-v •• •• • ':•• N283 "•••: - ' ' ' N285 •' . N308 ]:.' --: •: • «3ta •• .-...- N312-. --.... •-• ;•- •• wan* • - '•••> N317.:. .- . -. •:•-.-•• N3i& ' L ....,..:...: ::... • tit-;-' L •'• "-' ..L '•• L: - -X ' L • ''•: ' . I . ' L = L Z ".--"• v...*:. .-..:•...: , • Z .-'-: . ' /-• Z. i - • ,. Z " .2 - . Z ••-•••..- 2 "-- ' ; Z; •:;< -'z.-. :.,.. .075 --. v- Y,v.fl76 ••::- '• .075 • - • - :• mB ••'.-. : .075 • -- .075 : - • ', .075 .., ,-:'.'.. -.<HW.. • .075 - •' •:• ;G78 - Mem her Distributed Loads fRLC 2 • I/) Member Label Direction Start Maanituderk/ft.d..£nd Maanitudefk/ft.d... Start Locationrft.%1 End Locationrft.%1 1 2 3 4- 5 8 7 ft" 9to 11 I2t 13 14 15 1*' 17 18 - 19 20 M249 MS4S M6: lisa: M32 -. » feiSJS' M221 M222 M59 •' ':titBQ- M86, <<• «<-:.'iffi • M113.-.- - - MM:- ,* M140 -s' - ;,*«'3*M41'... -"'-•- M167!• <,>.Siii»' -, *,' M194 • -'.?,- :'M^5-'-' Y Y Y Y- Y Y Y "Y Y Y Y - / :Y ' Y"•' ,* r Y , Y :. - . ,Y Y ,- . 'Y1. - - Y" * 'Y -.042 -.1342 -.042 -J42 -.125 ..t2S -.125 -.128 -.167 -.W'* -.167 " ' ''-.16? •' -.167 ' - -.W -- i -.167 f . ... ^1«*..r -.-... -.167 • -.187 -.167 '- ," -.187 ! -.042 -.042 -.042,; *M3t :- -.125- ^m^ -.125 , ,, "^12Sif*.-' -.167 -.187- ',. -.167 •vfB??.'' - -.167 -*.M?- ?• -.167-• •i.iafcif, ...,- -.167 ,•..,187.-., -.167 • *.IPX ' " 0 0 0 0 0?. -. o". .. ' : 0 -•0' . » 0v?.". s • 0 0.'.'- 0xo- :...:,, 0. o ....-./ ;, 0- , . Q<:. ... :'•-'- 0or ; " 0 0 0 Q 0.... ' ff 0 0 0 ,0- 0. ft- 0•.::,:... 6'.. .-.o • -.^ ,'...6. 0..: Q 0o - Member Distributed Loads fRLC 7 • BLC 5 Transient Area Loads] Member Label Direction Start Maonituderk/ft.d..End Maanitudefk/ft.d... Start Locationrft.%1 End Locationfft.%1 1 ,8-.3 *#•• 5ft-; 7 « - 9 1Q 11 12 13 14 15 18 17ir 19 W 21 22.."'' 23 »'• 25 •?«-•• 27 ^529m M3 ..-.-: ' -*»*>- M3 - -^-'-tl'iltt-j. * - -^r M3 MS-.'•• m& M30 M2» M30i : - /Mse, .-:.:, M30 M2». M57• - '..MSr - M57 MS7 M57...v - - ste M57 M8* M84; .. 'saaa. , >• • M84 ; .-s:Mtt6i\-., • , • M84<?•' fe-^H^i^:.-,--'^- M111 v.':^'1 -'ittll *"?<•?.:•> t X -:'-X: X: ...ii x .--. X '• :X X- , s. x " X," x • X X X*x X X -X X X X... x X X X X X*v-v,s: ^^-\- X '-V .- X- . - .033 './ - .r^J; ....'. : .022 .'.022'" •'.*• .033 .«^ .022 s ^076 .066 .087 .066 .078 .066 .068 .109 .087 .109 087.."..,' .109 .087 .087 .08?' .109 ' .087- ,' .109 .087 .087 -*•'• ^-.1flft{,'3V."™ .087r. V.1GS - i. .033 "> JO& . .022 , J',""-',.02g- * .033 ' - • -.022"v- .022 '" JSm'.--- ,: .066 •' > .-.OS?" .066 ...^ ^078 , .066.'• ' m& • .109 .087 .109 ;'. ,087V : ' ' .109 ,08? ' •' ""'.d8T' .109-.'-•' m? .109- r. ;s -mr . .. .087 •^m **:«&•. &<:>', • .087 , U . '.^a«i'' ;" 4.224•>, <. -S.S3S- ,;: .. 7.041 8.4*8 -f- 9.857 - - 11.28* * ' 12.673 4^K^ 5.633 , ' "ijTaH ' - ; 8.449 ; • • aj^7 '. • . - 11.265 12.673 4.224,- .•'««.*» •-'. : 7.041 ' ,8.«fe ." 9.857 11.28S 12.673•-> «.«3a- 'v 7.041 ' ' ' 8^4^ •-.. . ~ 9.857:: •- . ',,..,1C2M>- > •-.." 12.673 •!-»; ^''.i.f^yiJr'SV ^" 8.449-; '.',"• 9.8^<*» ". 5.633 ' " ,'-7.641'.- 8.449 -" ' •'~S.8S7'--'-'" 11.265 .-' 12.173 14.082 6.83^ 7.041 8.449 9.857 «.28S 12.673 i4,QS2 5.633iJim 8.449..: Mm: 11.265 •2J873 14.082 - ' >ro*f":' ' 8.449 ' • * 8.t^*-: • , 11.265, :«<aj»« ' . 14.082 ',J5$-.<V,"'fH;44§-«', -", J 9.857 "":• -.'ttMS^- . RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 92 Company : Joe P. Hill, P.E. Feb23, 2010 Designer : RHM 2:24 PM Job Number : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Checked By: Member Distributed Load's fBLC 7 • BLC 5 Transient Area Loads} /Continued] Member Label Direction Start Maanitudefk/ft.d..End Maanituderk/ft.d... Start Locattonrft.%1 End Locationrft.%131 32- 33 34 35 36 37 38 39 40 41 42 4344 45 46 47 48 49 50 51 82 53 84 55m 57 59 6® 61 9263 • 64* ; 66 i 69 TO.* 71 73 74 75n 77 78 - 79 8iT" 81 82 83 8485 8ft, , 87 8? 89 91 82 94> ' 95 •SS(i 97m 99 M111 ' ' '-' M«1 M138 8/H38 M138 • M138 M165 M165 M192 M30 M84 M84 M111 M111- M111 IV 138 M138 M165 -.' -.",-' ; ,A leS1 "• »- '•"!•"' M165 M192 ;';, ^MJQ2 U- ' " M192 f''%i € "i ",.' r " .'JUSflS* •'- '".?'• M192 **•<•;' •'<*f-2SM^S2*^:. '• - . M219 M2-9 *illi|! 9 •,:,' •-',. -r • M219 **>!-- . ,3lD4d *i J> x V219 M246 •*t%? , , ''MSlfe'***"^ "*>» M246' .< '. «.' " fy&i/sk. 'i, •, "*.- ' M246 • - '" •M3J6& - •" » M246 M1 M1 M1 M1 M1 * ' -' '• "1(128,' : -> M28 M28 M28 >•• - • f'.MSf&y ',.'*•>( M28, IKS*:^ -j v M28 X X X X X X '. . X X X X ' Xt X • X X X. X. . -- x X X '-" X•' x • ' • X ' '" *X •' "" X1 • . x . ' X ' ,-,'f. •*,:' • '* X . ' X .-'• X X ,: '•*,.-' X./•.i j':]JC- - X.*.'•- • X j(,.s •'-. X{ . .ex /*••; X - • "Jf"'1^' X r.X: - .*' X . . - X -; X Xx . ••• X "X . , X '.. X " X '•' • X? x • "',.,&" • X• K"% iX>; ' - X • X? X• '".'om-.^-i X ' -:>Xl X .087 ,087 .087 .087 .087 .109 .087 .087 '.:.. .087 .087 .066 .022022:t .022 .109 .022 ... ' - -.109 .087 .022 .109 .109 ' ' .022 ' ' '•&"* .109jiysff • « - ' .109 .-087: ;|,',i. .022 - - "' "169- -•'•'' ' .087 '. ' - 1Q8P '• - .087 ; ,- '*"< 109*' ' V .011 "'IflSTt'- ' ', ' .066 *.0fB-- .066'i ,- fijgf - „', • 066 \Slf--- -•% ' .022 " ' " s* 'iffiiS? -v"* " '~' .033 ' ' ^WGJf* ' ' .022 .022 .031 -JDS'1 .016< -"OSi .016 ",0lr1 '' " .031 ' -....- ...Gift.' : '-•:" .031 .063 .078.• .dea?'- • >• .078 ' '- • 'OS^~' -• A"*-*- .094 .063 .087 1087 - .087 .087 -. JQ8T .109 ,.087 .087 .05? ; .087• : ' .QB& - ' .022 - ' JtfZ2r' '- .022Am, ' f. .022 ' • • ' - '.109' '?• .087 ,622 ' • - • \ .109 , -.087*'! ' •- -ff .109'"/^""'^StZ >v. ^, .109 , , , -..Olts • -* ' '';? .109"..'.'^ :.-.flii.*- :i .022 .087 .087 i". "I'",' ,1M"« s ''^l .011 '.*>'1.<- :087,r'- 151 .066 .066 ' - t^^Qlit*" ' - -'-I .066 - r ';<t6fi<; ""•/•!• .Q22 .033 sV->">.~ . K022-T> •"'" '*' .022 .' -' .; .022 .. ,1 .022 .031"'-'V'tiSi') - ; -"*" .016 .016 • ---' """•' jQfiift,''^ .' .031 - J'Mfe • ' t ,'- .031 -'1071?. ' V 0§3 '. /•' '-^'. &4-1 /• •» .078 • ^•-•}SjdlB ?••*.'' Ci -078^i j-. * * .094 -;''A ^Sifli ":*7 '? .063 11.265 '<12i8f3 8.449 11.265 12»6?3 9.857 If 2ltS 12.673- .li^is,^ ' 12.673, . ijyjfs -• 2.816 ' - 'SL81i§!' 2.816 42^4' 2816 • '-- -<42il4 " • - 5.633-• *tj&iif 4.224- sTsSii'" • - 7.041 4.224• > 'S'aSS'" - « f 7.041 i '- • 8.449 - ; 2.816 " 4 2^4'" * - 5.633 • 7-O(f-"' ' ' >«' 8.449 • *' ' ^Jft!?*' •- 2.816 -• ••'4ig64* ! '"', 5.633 ' YjSii'fr^ /• "• 8.449 ^ - 6Mfa. ' 11.265 4 224<- * fi^S" ^ 7.041 9.857* ,., -i.^^s , ' ;> 12.673 .424 " ^ - .84h <•" - 1.272 ; - -1 ^ft: , -' - 2-12 -. ' .-2.&S' } - 2.967 3.815 tt-,V,N^ • .424-:• \, -.ails" ":,-:- 1.272*>-<,-.- JUGS* ••i<-:^. 2 12t - •''^i^si&fr -f ' • r* ! 2.967 •>- N- p - 3^^ ,i A v 3.815 12.673 14.082 9.857 11.265 12.673 14.082 . 11.265 12.673 14.082 12.673 14.Q82- ,- -14^^- 4.224 4.224 4.224 4.224 &&& 7.041 - ' ' /• "4,224 5.633 ' Tiflifl 8.449 • • •* -'4*124'* '" " ' 5.633 - * ' S OW • 8-449 4.224 7.041x , -J, * g j449 , , 9.857,, - '(PJJ^I -*, • 4.224 7.041 9.857 12.673-• -*£&': ' • ' "' -" 7^rt " ' "4> 8.449j; - - >,"<8j8g7- ' 11.265 12.67S 14.082 .' -.424- .848 i-sSS 1.696'•&i2' \- ' 2.543 3.391 • .Jk|"rf§,' 4.239 .848 1.696 "• . ., . ' 1.12 ,. '• 2.543 339,-;-,',' if'g|^f- .,/., 4.239 RISA-3D Version 8.0.0 [C:\Projects\1 0035 KIA Classic - Carlsbad, CA\scaffold.R3D] Page 93 Company : Joe P. Hill, P.E. Designer : RHM Job Number : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Distributed Loads fBLC 7 • BLC 5 Transient Area Loads] (Continued) Member. La,b, ej „Direction Start iyiaqnitude[k/ft,d.End MaqnitMderk/ft,d.&L End Locatipnrfl°/ol '-,684 , 101 M55 .125 .125 .848 1.272 102 . x .084 ,094 Iffi M55 J094 jm.1.6 2.12 .094 ,2.12'2J43 105 M55 .094 .094 2.543 2.967 MSS .128 .1215 2.967 JP1 M55..094 ,£94.3,391,.3.815 .094'4.239 1Q9 Jd§2_.125 -J25.JB4JL 1,272 110111 M82 1094 .094 .094 JJ 1.696 2.12 JL_2.12" 113 M82 .094 .094 2.543 2.967 114 J2B ,125 2J8?3.391 111 M82 .094 •094 ,3.391 3.815 llfi iX_ 117 M1Q9 .094 .094 -2/l2_ 11 1 .084 ,094':' 119 M109 .094 .094 2.543 2.967 121 M109 .094 .094 3.391 3.815 J22 »"X^' 123 M136 .094 .094 2.12 2.543 124 MtM 125 M136 .125 .125 2.967 3.391 12B 127 MifcB M136 .094 .094 -3.818 3.815 4.239 121 M163,,,125 J25 ,,2.?67.JJ9.1. 13GT 131 M163..094 3.815 4.239 133 .094 .094 3.391 3.815 135 M217 .078 .078 3.815 4.239 137 M82 .094 .094 .424 J&4._m JSi.,Q94 .424 s-^X- .'-^Aj&Qb^ J41 PJL 425 ,125 ..848....1.272 143 M136 .094 .094 .424..•' x-'.:.. 145 M136 .125 .125 .848 1.272j^ 147 M136 .094 .094 1.2:12 JL..424 J49_M163 .094 .094 .424 ^848. 1848-^ 1£L M163 JJ94..094 ,1272,1.69.6 1^JL .084 JM M163 .Q94 .094 2.12 2;543 .084 '0,1 J5§,..Migp,,, ^i^^JS1..094 .424 42J5JJ, 457 M190 .094 ^91.,,..1:272,,.,1. .084 159 M190 .094 JSi.,.,.2,,12...,,2.543 2.S4S M.mil....063 jm~.424 16Z jm.^ .,"•.. $n 163,M217 .094 .094 .848 1.272^te: 165 dk JZ8^J78 iJiS.2.12 167 JQ78 .,2,543,,,,, RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 94 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Distributed I nads fBI C 7 • Rl C R Transient Area Loads) fContinued) Member Label Direction Start Maanituderk/ft.cLEnd Maanitudefk/ft.d... Start Locationrft.%1 End Locationm.%1 169 17ft 171 17ft- 173 174 175 176 177 178 179 M217 ,:--r.:..:V-:>iiB&«. I ° -.— ,<• M244 ' . ... ' M244 •':-•' M244 . ' '• M2f44 1 . - . ' ' M244 -: :.M2*l'7r, •••=•:.' M244• ; : M244 - , . '. , M244 X•:-v\-:^' X. - -,;x. <*» X. -. x X-.:••'', x .,. r\: X - :• • •'•* :• ..x .063 ":*••">; Mi: I...:::: .016 -'Mi ,- '.:' .031 .016 .031 .616 .031mi .016 .063^jasfc-.v ,•;.•- .016- -'•.oat.- ..'.:• .031 ;01fi .031 '•• .018; • " .031••• -,aa;.': ••<::.'- .016 3.391,v'^ •->;tf^y .-:- -. .424"',-, -r~,.84fc"- • .272•'>>• '.file- • • 2.12 .*•-.> 2.S43 ...; 2.967! ,. ; '• ... 3.381: . '•'. 3.815 3.815-..— ->r->;.^24;. ,. ; .848 '••• -. 1.272 !•• ' 1.696•- vartt. 2.543 2.967 3.391 ,4i•--- .-.-aa* = • •-. 4.239 Mem her Distributed Loads fBLC 8 • BLC S Transient Area Loads} Member Label Direction Start Magnitude[k/ft.d.End Magnitude[k/ft.d...Start Locationrft.%1 End Locationrft.%] M244 -.046 -.046 .424 .848 M2*4 _Z_,_-.046 -JWfl, M244 -.046 -.046 2..S43 2.967 M244 -.046 a.818 4239 M245 -.178 -.178 1.272 1.696 M245 -.093 -093 2J 2.967 M.246 -.103 ,,,:J03......2J16 4.224 JIL -.066 t-M&JKL JLL M245 -.086 -.086 ^L .848 $L -12f J3 M246,..-.083 -.083 JJfl ,2;8,16, 1*15 M247 -.096 -:P96 1.4 2.816 17 M251 -.043 ...1:043 .424 19 -.089 ^ssa oa 1.6 20 2.12:; -.093 -.093 2.12 'g^a -?, 2.543 -.6S3 -.093 -.093 2.967 '-'.^tm: -.046 -.046 -_£4&_ M-2J|L. 5.633 42 -.em -JIM 7.041 Basin Load Cases BLC Descriotion Cateaorv X Gravitv Y Gravity Z Gravity Joint Point Distributed Area f Me.. 1 2 3 4 5 $ 7 DL , ' , LL .", ELX. ' 'Si2- • ' -'•' ' WLX •-- .'"''f'VttZrJT^ '»# BLC 5 Transient Are.. DL < • u.-il'-v ELX r' -t- , •vWut?,! - "'' • " WLX ' 4 > ''V'i'/tfll^/ '" '-^> None . • -1 S ,, . , * ,i'- ; 60 20 60 M ••+. *-'-• " ,'•• , ' H r--".. ^ ' \B '? _»| 26 * ',l-".\>i ; 179 >•' » * 2''T'v -*i <<* >'*, . . 'O Surface r. >&~ ^ # RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 95 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Bas/r Load Cast*n {Continued} BLP Descriptio Category,,,,-X Gravity Y Gravity Z Gravity ,r Jojnt Point Distributed Area (Me,. Surface/..j- i '••'.'• '• •• T'•',".''".•lEgg^ai.MSI? -?- x.-CLIS :.i:i:?MSA'Lig-::i:E::.r' -'. v; Load Combinations Description Sol... PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 I DL+LL2 -iks.si.bi.sssiicx/,, 3 1 0.9DL+ELX/1.4 4-.p.flL«ti$HMX5 IDL+LL+SEISMICZ/..&:- I'ttflfibftaKt'.. 7 I DL+LL-H.3WLZ YesYM Yes Y<**Yes ¥<»•' Yes Y Y Y Y Y Y • Y DL 01niro DL 01 DL 1 1 .9 1 1 -a-1 LL II FIX il II, W? LL 1 1 .714 1 1 7t4 1 ax wtx ELZ '** WLZ .714 1.3 .714 ^ '* .', 1.3 j .. *- « Load Combination Descriotion ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonrv Footinas 1 -2 3 4 * 5 9 7 DL+LL '•• DL+LL*S£fS81lCX/1 4 0.9DL+ELX/1.4 V-' .'l&^ilJ&SiLX-. DL+LL+SEISMICZ/1 4: v:tffc»SH*£s0t4.v:'; '.'• DL+LL-H.3WLZ 133 1.33.'-las - 1.33*.i;isar 1.33 -- Yes ••Y«s»... Yes Yii ";" Yes ..r.f.iYiiJ>: Yes Yes -.-v ¥•*-.-.•!, Yes ' Yis «• Yes -Y*»?"...i Yes Yes Yes Yes ' Yes ' Yes Yes" Yes Yes ' ...:YM :.?. Yes" YSP •' Yes . Y«sT^ Yes Yes Y&t\ Yes " 'Yes * - Yes/• •>*..' Yes Yes Yx&fi. Yes ; Y«s Yes AY«s Yes Joint Disolacements Joint X[in]L£Y[in)1C Z flnl , LC X Rotation LC Y Rotation LC Z Rotation .. LC N1 0 6 6.786-4 1 7.6336-5 N2 .1- max .01 .007 1.5376-4 1.4956-3 JL JL N3 max 6.783e-4 1.2636-3 7.8Q6e-5 JL1:jtlN4max.012 .007 2.31 4e-4 1.2636-3 7.8616-4 N5 max 7.0,156-4 M** _Q .'•$ 10 oM"'0'7* 11 N6 mix .015 J31L 9.6286:5 -5,95 13 N7 max 6.8076-4 2.884e-4 -5.837e-6 15 N8 max .015 JLL .01 4.016-4 -1.8556-5 7.288e-5 -.002 JL N§_1IP1 .015 .006 1,5376-4 JL 1:56-3. J& 19 mo,max.JH5..006 JZJ 1.2636-3 7.8616-4 '0 -8.8418-4 21 N11 max .012 .007 2.2e-4 9.554e-4 7.569e-4 221 -3.031e-3 23 N12 max 6.7716-4 9.554e-4 -5.281e-6 min JZ5.N13 max ,012™.,..007.14^H 7.5586-4.. .0-3 ^L N14 max 6.776e-4 -5.1746-6,jat 29 N15 max .014 .005 4.969e-4 c V^ 31 ..N16.max .013 JQ5_5.2956-4 _OL32 ; 33_N17 max .013 .005 4.9786-4 9.554e-4 -4.1676 35.N18 max .013 .005 4.965e-4r^Ti.'^'n;:o -4,1631min'7' 37 N19 .016 3.713&4 9.62g N20..max& ,^*?Tj ISV 6,9276-6 2:8816-5 1.?59e i 7,\*l- RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 96 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Enveloe Joint Dislacements Continued} Joint Xfin]LC_Y[in]LC Zpnl 1C X Rotation .. LC Y Rotation,LC.Z Rotation LC 41 ML max .017 .007 6.4976-5 .8146-5 6.391e-5 _7_ JSL jaia J-.004 -43,N22,max ,013 .995 4.9916-4 5.862e-5 M.juia.-.008 _I_-S.373e-4 -45,N23 max ,515 .006 1.4346-4 _9_7.557e-4 46 nth -,093 3,31 1e^ JO,N24 max J315,J!06_2.4886-4 1.9396-4 3.663e-4 M.jnin -.001 •S 3826^5.49.N25 max J014-.005 5,1916-4 2.884e-4 -3.9496-6 ffita,,L543fc3_ ^L N26 max ^15..006 2.26-4 9,554e-4 ,7-5696-4 iift -6.265e-5 ^3_N27 max .015 .006 2.3176-4 0_iHE Ja§5 J4_mta.JL.-.002 -Jilfl 55 N28 max .017 .007 5.1696-5 9.9516-5 5.989e-5 ^L -,0^1 ^Q2_JL 57 N29 max .016 0 .007 4.135e-6 .628e-5 1.2236-4 58 -M4 -.006 -.01? J9_jysflu max -£15_0 JQOJ,3.4676-4 -1.8556-5 7.287e:55'7 8.6736-6 -3.8216-4 -6J_JN31 mgx _£2_.007 1=2J^4 .628e-5 -.GIF '4 J3,N33 max JQUL .006 733e-5 1. JBla -.004 >.oir^ J6L JJ35JRr max 6.9546-4 2.45e-2jijiii.*::1.03 JZ, min 6 w....Nge,,max.J?21 ....OBI 1.5836-4 A422fcS_irjgfta..2;677e;3; 4 M.m,J437 max...,6.353^4 1.0^^4, Jl Jps,J28 2.3996-4 e£. 721 S.64fe-6 73 N39 max 5:IIM^ 7.1736-4 1.1816-2 8.564e-6 74- 75 «.'«> N40 max .044 -.091 .01 .1096-2w. _77_N^max 6.966-4 lJ8Mil-4*j6 .1.876-2 7l*s'min 0' 79 N42 .047 -.901 .01 . 071e-2 7.1256-5 81 N43 033 .006 1 .5836-4 2.45e- 82 3,4926-6 '2 -§3 N44 maxjg .032 .096 2.3I .1555^2 :-lt^56e-5 1.1496-3 Mm.N45 max ^026.^00/L 4596-2 1.0516:3.labs- 87 N46 max 6.942e-4 1.4596-2 -4.35e-6 Mi.JL.3 - 0- "••*!Ly^HiJ!sL 89 N47 max .026 .007 1.4786-4 .2046-2 1.1166-3 90 91 N48 max 6.95e-4 i.2046-2 -4.225e-6 92 93 N49 max .028 .005 5.096-4 .45e-2 7.398e-5 mirt -3,0896-4 11Se-4 7' 95 N50 max .027 .005 5.4056-4 1.1816-2 4.422e-6m_ 97 N51 max .025 .005 5.0996-4 t.459e-2 -3.61 .3LS&&4"7.,-A._6_ A: 4;.a... 2 A. 5 99 52 max .Q25 .005 5.0876-4 .204e-2 -3.83e-6 ^1 101 N53 max .009 3.678e-4 .1096-2 1.065e-3 182?mfff-.008 it^Sfi:-3-8251-4 JJ23 J^54_max,JQ44.JQL.-UJ .0666-2 10J_mri^ ^ ^2 1Q5 N55 .04 .007 1 ifc^SJSl 1QL N56t .028 jOpJ.J, 109 N57 max .03 6 .006 6 1.4786-4 3.2046-2 1.1156-3 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 97 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Joint P/jgn/aremenfc (Continued} Joint Xjinl 1C Jfllfrl LC ,Z|jnl L£XRojation 1C Y Rotation L£Zjtotation JL£_mla jsttft.vt±n N58-max_J231_^P06_2.6026-4 1.156-2 3,991 &4 ±12 -.003 -.014 -7.1186-8 JJ1 JI59,max.J027,.005 5.2146-4 1.1876-2 -3.0576-6 JM d3tH*&-e.704fiHt 115 N60 max .03 .006 2.288e-4 1.459e-2 1.05e-3 min .-7128&.5 ±LI -ML max J3JL 0 .006.i:,411e-4 1.181g-2 1.0226-4 tiff m(n 0 -.004 -.016 -8,4146-8 -1.545e-4 119 N62 max .039 0 .007 5.4036-5 1.1146-2 6.495e-5 J2A jma ^Oflt.--OQS -.oii121N63max:P07 4,9936-6 1.1096-2 J221 g^>-.017 <H&£&a&'$''*'itfii' f^Bfiw' "M1- 123.N64 max .ML -.001 .009 3.4186-4 1.0716-2 7.1236-5 JM (Din -.007 -.01?•^?64«H4 125 N65 max ^§2,,007,1.2086:5 1.1096-2 £:71e-4 jnia ».008 -.017 127 N67 max .042 -=006.7,988e-5 ,1.1536-2 2,6576-4jnto-.QQS JL J29 N69 max 7.6526-4 ,1.319^2 Jkk It ill 131 N70 max .029 •°7 1.7826-4 1.3196-2 3.7286-3 J3fc ^048fc^ 133 N71 max 7.643e-4 1.0696-2 1.Q12e-4inia 135 N72 ...qaz...^OL..iaS 137 N73 max 7.8126-4 8.9826-3 8.2iaa•ijr -1.989e-3 N74 max,jsa.....IrflOl „M.WW+4U .i^s^a,,, -3.9986-8 '8/J? 141 N75 max £76-4 8.938e-3 -1.1p6e:5,, _ffJI 143 N76 max .063 -.002,jn.3.7646-4 8.5926-3 .... . J^ _^™; 7.396e-5 iM 145 N77 max .044 _E --008 .006 1.7826-4 3.7416-? 14£Win 147 N78 max ML.0 .QQ6-2.776-4 1.Q696-2,JJ -.002 gt 149 N79 max .034 0 .007 2.575e-4 9.964e-3 1.5166-3 451 .N8p ri%. . >•'>'.ft£y J3U 'ft'-if'.S -1.0386-5 153 N81 max .034 .007 1.6356-4 2.474e-2 1.536-3 Jfi£min .002 4.79e-8 155 N82 max 7.648e-4 2.474e-2 -9.833e-6 nil Jfci.4.ma« 157 N83 max .Q38 .005 5.6026-4 1.3196-2 7.213e-5 1S8 ."G---2.0486-4 159 N84 max.JJ3J_.006 5.8626-4 8.9826-3 3.93J6-6 160 mirt -1.4686-3 Ifil N85 max,^005., 5,601 e-4,,,,:7.417e-6, •-MS 163 N86 max .034 .005 5.599e-4 2.474e-2 -8.5346-6164 155,N87.max .064 -.001 .008 3.4P36-4 ..8,7566:3,..,I33i~^m.A. ifiL J^88,max -J359 ,...::PP2...007 8.429e-6 8.6466-3 JJJiM,ffllGL -.007 ^^sasi^s 169 N89 max .054 .007 6.5186-5 8.877e-3 6.743&-5jsa.-.006 -.QMS HI N9JL max ^3§_.005 5;613e-4 -LfiflSfrZ.Z.137&4.1221 Jtil 173 N91 max .04 .006 1.6356-4 2.4746-2 min -JBIB&. 175 N92 max -jobs-- .QQ5 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 98 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Joint Displacements (Continued} Joint X[in]LC Ypn]LC -ZJinL LC X Rotation ... LC Y Rotation.LC Z Rotation .LC_ jLJL iffl N94 max M,,006 2.574e-4 9.9646:3 1.5156-3 -.001 '-AKI6 .=LS0i&&. 181 _N9§_max ,042..006 2.839e-4 9.0296-3 1.1216:4 182 jnia -TOQ3 -.018-183 N96 max .052 -.001 .007 5.726:5 8.7e-3 6.6916-5 184 Ma -.001 -.006 -.018 -8.832tMt 185 N97 max .059 .007 1.216^5 87946-3 1.0976-4 --MS -.007 -.018187N98mix.063 -.002 ,008 8,5926-3 7.394e-5J88,inla -.008 -.008 -.018 189 N99 max .071 ,007,.7.26 8,784e-3 1.1446-4 -.008 -.008 11044^8 JL -1.2736.S191N101max.056 .006 6.5456-5 8,911e-3 3.786e-4 192 -.SOS "^CW"193 .N103 max 0 9.743e-5 184 jnia JL.JL _LJL195N104maxJJ31.QQ6 1.7936-4.3.916-3 JDitt JL >L197N105JEix7.593e-4 6.7076-3 1.0046-4 Mitt JtLN106am^4_,006 2.7956-4 6.7876-3 1.5046-3 JH201N107max 6,0876:3 7.971e-6 J_ j£ 4 202 £JSL OT' .'.N1Q8,max .061 -.001 .01 6.0026-3 1.4926-3 '-.008--.bis f--4.2596-4 205,.NJ09 max 0 7.71,6;6.0596-3 -J.74<ICt...<l... -1.5156-5 206 5E JL_207 ...N110,ma>J6JL .T.PP2,,at 3.733i i5,94e-3 6.823e-5228T~*j2t,^BfSaL .?^*i^^^&^. 209 .N111.m§x JQ46..006 1.7926-4 0 3.923e-3 Ma ^JL i; 211 N11 .045 .006 2.7 6.787e-3 1.503e-3 212'3 ,N1JI3_,031..QQ6 2.646e-4,6,428e:3 1.362e-3 -ij J6. mSn.215 N114 max 6,4286-3,-1-3.846-5, Sftt Bite .ft:217 N115 max ^036..006 1..67»4.^M-ei2 1.6446-3 JL JL6 21t A,.VJMtt"'.'..1JMB. 219 N116 mix.1,664e-2 -1.344e:5 220 221 .N117 .04 .7-144e-5 .N118 max ei: .038 .006 ,5,9416-4^ -4.9486-3 6.0876:3 3.7686-6ISL-.014 L£.t.aa«aij ^,432fc5_>a.as^a 225 N119 max .036 .005 ffik •.OPS. 227 N120 am..035 .005 229 ,N121 a max ^§L.. :J».1 .008miiL231.N122 ffiM ,062 -.002 ML.7,571.6-6 5,932e-3 9.3926-5min-.QQfr -l814e-4 -9.9S26-S 233 N123 max.^Q56_^fipx.6.0446:3 6,7916-5 2M »,mN124*m .031 .005 5.568e-4 6,707e-3 7.1076-5: o.-l.109e-3 Jt 237 N125'3ifi"'"X JPJ2,.006 .1.676-4 1,6646-2 1.6446-3 ft 239,Jiia max 4-8p»-4 N127K max .039 .ops 5.741M osge-g^-1 .059e-5 .042 flQ6.1.362e-3 245 N12 .044 JfiS,6.0876-32486 247 N130 max .055 -.001 .007 5.815e-5 5.979e-3 4 I 6.6316-5 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 99 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Joint Displacements (Continued) Joint X finl RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 100 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Joint Displacements (Continued) Joint X[in]LC.Yfinl LC_Z[in]LC X Rotation ... LC Y Rotation LC Z Rotation LC_ 317 N167 .073 .007 9.975e-7 1 3.018e-3 1.127e-4 Jlfi.-008 -.008 -3J9,N169 max .006 6.458e-5 3,0.33,6-3 ,,3Jp1e-4 -.005 -.018 JL 321 M71 max .099^4 .9.7446-5 J22.JDin J23 N172 .max..031 .006 3.9326-3 324 tnin -.002 ,325.N173 max 328 min 327 N1.74,max .04 2.9186-4 1.6196-3 .1.4916-3 -.008 .329.N17?max 1,313e-4 J21 N176 max .061 -.001 .01 3.83e-4 1,496e-.3 332 min -.008 -.016 -4i254e-4 333_N177 max 0 8.151 :1.501e-5min ^35.N178 max .067 -.002 J31.5.7246-6 6.8766-5. •JO&-.016 -4.196-4 JQQ6.4.0996-4 ill .006 ,6196-3 1.4916-3 J4JL -.002 -.008 *1 341 N181 max .037 .006 2.886e-4 1.172e-3 1,352e-3 342 343 N182 J726-3 844 ffltri 1*. 345,.4183 max .006 JU346 347 N184 max 7.697e-4 -1.338e-5 .'348..min 0 JLJ 349 N185 .04 .005 s.e 4.0996-4 7,158-5 fr!-.osa 351 N186 .max,.038 ,506..twin S-M4.: 353 N187,^;-»max..036 .QQ5 3S4 355 .005 357,IN189 ....9,97.,-.001 •008 359 N190 max .062 -.002 .008 8.854e-6 S. 1666-6 360._jute,:-v-.;OQg'-.016 361 N191 _Q_.QP.7,,J=3«^ff 6.8e-5 -,00ft Lli 363 N192 max J34,.005 ^^i6156-3 JDiD_^^ g-g LSE! 365 N193 .042 .006 1.79e-4 0 1,658e-3 JJL -.008 i- 367.N194 max .043 .006 .,3,2426 1.5476-4 368"..Q1&•^ju 369 N195 .039 .006 -1.0516-5 371 N196 .042 373 N197 max .044 1.3136-4i-i1. 375 N198 jpax .055 -.001 .007 5.811e-5 4.7466-5 ii j6j6Q4e-5 377 N199 max .062 .008sai N200 max .067 -.002 .008 6J74 N201 -.001 J..2»4 385 N205 0 0 7.994e-4 6.1446-4 9.679e-5 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 101 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Joint fCnntiniJt*rl} Joint X Fin!LC Y rinl LC Z Finl LC X Rotation ... LC Y Rotation .. LC Z Rotation .LC JttE.JL -3.982e~» 387 N206 max .03 .007 1.917e-4 6.1446-4 3.893e-3 min ff -,002 -4.0346-2j§a N207,,max 8.2386-4 1,659e-3 1.006e,:4,, 391 N208 max .038 .007 3.045e-4 1.6596-3 1.767e-3 join -.002 -.006 393 N209 9.125e-4 .N210.max,^6_,-.001.ML 3.?92e-4 397 -.008 JE --Q18 N211 max 8.499e-4HaJL N212 max JJ65_-.002 JQI 3.643e-4 min -.008 -.OQS -.016 ,2.9036-3 ^8088-4' 401 N213 max J345,jm.1.917e^t 6,144e-4^3. _4QZ JBJtt 403 N214 max .045 .006 3.0446-4 1.659e-3 1.7666-3 404 -.002 N215 n^x .035 .006,1.1916-3 j.586e-3Jain 4Q7 ,N21Q max 1-188e-3 -1..2856-5 •7'-409 N217 ma>.035 .006 1.896-4 -1.7486-5 1.622 JM 411 N218,.,max ^9J6e^4 JL.JL. 413 l& .Q39,M&,6-|44e-4,5 7.1186:5. min -4.Q34e-2 ^£a7S¥ 415 N220 .037 .Q06 6805e-4 1.316-4 3.697e-6 415*•7 jLi -3.059e-31 417iai JQ06.5.8916;4 JUJ -1.027e:5 -6.S94S-4 .006 -1.7486-5 -1.0^6-5 N223 max -.001 jm.AU 1,Q35e-5 15446-33>ifrj2 ij^ ;;r;i ; min 423 N224 max .06 -.002 .008 8.875e-6 :3.79e^1.1156-4 ti 431 N228 max .042 .007 3.459J-4 1.5126-4 7.485e-4 432 433 0 .^604 4*- N229 max .038 .006 6.3086-4 2.457e-4 -9.7816-6 0.-.014 -3.0496-3 N230 .041 .006 3.0856-4 1.1916-3 1.586e-3 437 -.007 N231 max .043 .007 -3.236e-6 2.959e-4 1.3466-4 1.107e-4 -.003 OMS 439 N232 .054 -.001 .007 5.97e-5 5.674e-5 6.632e-5 440.mlB.jm_-.006 AJ [I*&&MS(£i&**T'>- 441 N233 jmax ^Q6_.008 ..1:0056-5 1.231^-5 ,1,0876-4,,, 442 -J3Q7 -6.455e-5 443 4^34,max J65,...^OPl...008 3.1e-4. JM*445 Mi.±1 -,01» N235 max .073 .007 1.1786-5 1.1316-4 .. ...o.. 2 -.008- 447 N237,,max J57 JffiL..6.732^5 3rg34e-4 44A -jPOS uaer4_.A. 5449N239max7.744e-4 8.186e-4 9.7456-5§„ 1J186-4 ^tJ^B*"•&.' -N241 max RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 102 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Fni/a/ope Joint Displacements (Continued) Joint X[in]LC Y[in]LC .C X Rotation,LC Y Rotation .. LC Z Rotation , ,455 N242 max .039 1.4996-3 nsta -.006 :.1.7196*4 -457 N243,,max JL 1:0766-4 8.386e-6 JL4159.N244 .06 -.001 3.881^4 8.3286-6 .1..4566-3 -.(KB -.017 N245 max 8.286e-4 2J866-4 ufa..463 N246 max .065 -.002 .01 ,3:,73u3e-4 -5;423e-5 6,876e •U .465 N247 max .045 JQQ6,1.9186-4 .8.1866-4 3.762e-3 job..467 N248 max .045 .007 1,705e-3 1.4896-3 min.JL -.OPT-.JL -1.17704 .469,N249 max .036 JQQ7,3.192e 1.183e-3 1.366-3 -.006 X •jM N250 max 7.722e-4 1,183e-3 473 N251 max .035 .006 -3,608e-5.1,5576-3 475,max.7,5816-4 -3.6086-5 478 477 N253 max .039 .005 7,156&:5 JftL479N254max.037 J>07 40766-4 UL 48JL N255 ^ *v.5* f*. max .035 ,005,^675 483 £56 mgx .034 5.55464 ?Sfc5.:1..0949-5 min.JL_ N257 max .065 .009 rfc 8.3286-6 -5.748e+3 1.4686-3 4§7.N258 -.002 .008 JiS^gj max .055 J2QS ...M.TJe-S 491 .max .038 ,7,1591 4^:-'«?% &i ~^'W<AJ 493.N2 •CP.T IL max .041 .006 JLJS P ' ^ max ,042,•007 3.427^4 4.9996-4 JtL -,004 -497.max .038 .006 6174&4 ±-1.Q33P-5. JL 499 N264 max .041 .006,3.1916-4 1.183e-3 1.366-3 501 N265 .043 .007 5Q3_ JL -.018 N266 nia .054 -.001 ML. -1001 •,007 -am 505.max .008 ..4,1,17e ,8,3286-6 ,9.3856-5, >.-.? T-JC.-.Me jy N268 ' ^'% '!.,'€.- max .065 -.002 ,.6:8746-5, 508 J5fl8.max,JPJ2,-.001 .007 9.3876-7 a.328er6.1.226-4 £A 511 N271 max .058 5.276-5 ..4.J116-4. Ji* N273 max 9e-4 .513.N274 max 1.961^-4-.-.-..^.l-SuimiTCuiuljmilJi .024e-3 517 N275,,max , ^8036:3 Mt:JHt J227SE N277 max 1.014e 1.1286-4^¥7^LlfiL 523.N278 max .043 ..on.4.0056-4 2-5946-5 6 I 1.0776-3 I 4 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 103 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Eni/etono Jnint Disnlacements ...Joint,.Xfi.nl . LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 104 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Envelope Jnint Displacements (Continued] Joint Xpn]LC Yfinl LC Z[in]LC X Rotation.LC_Y Rotation..LC Z Rotation .LC_ N315 .01 .007 7.348e-4 0 1.5186-3-Lzm -rooa .595 N316,,max .007 1,629e-3 4.899e-3~8.Q326-4 596 ;QL .;.:£..•-8.49&-S 597 N317 max .012 .007 1.615e-3 8.811e-4 7.725e-4 -.002 599 N318 max 7.616e-4 8.8116-4 -M?2e-6_rnln .601 N319 max ,012-JQQ7.7.9666-4 7.567e-4 JLL JL_ 603 N320 max 7.432e-4 -5.1326-6 0 .6Q5 N321 max.JP_14_5.76-4 5,7636-5 606:mfn -.003 • t,j OH*.." 607 N322 max .013 .007 7.339e-4 1.7186-3 3.846e-6•mfct?ZE.609 N323 .013 .005 8.811e-4 -4.747e-6 610 611 N324 max .013 .005 5.485e-4 -4.7096-6 :° 7::-;.>;a J13 N325 m§x .009 8,6846^1 631 e-3 5.8056-4, -.017 m J615,N326 max..016 .008 -7,5156-6 7.418e-4 12696.4 Jjfii 617 N327 .017 .009 .243e-5 1.6756-3 6.323e-5 MSL -Mi 619 N328 .013 .006 6.1836-4 4.899e-3 5.872e-5sm J32JL N329 • "ff- id I? A.> .007 7,9666:4.im$±. 623 N330 max .015 .007 1.04e-3 4.1676-4 3.848e-4 .624..StMSJSK.-A. 625 N331 max .014 .006 6.183e-4 -4.24e-6 62L rnax .015 .QQ7 1:621e-3 7,7^4 JL .§29 .015 .008 ,1.3094. 631 max J31ZL -.<t**i M ,mfx,,,,008 ^_MS333*:tstift 635 N336 max .015 .009 8.53 6.5016-4 7.244e-5 636 4.8966-4 637 N337 '^'^"MSfe-;«~.V*.Asf->.'j- ' max .019 .007 1.631e-3 1.3286-4 639.max .017 .008 8.4996-5 1.6856-3 4:691e-5 min -,004 -.016 Envelooe Member Section Forces Member Sec AxialFkl LC v Shearrkl LC z Shearfkl LC ToraueFk-ftl LC v-v Momentrk-ftl LC z-z MomentL. LC 1 2 3 4- " 5 S 7 1.,. 9 10 11 12! 13 14-"- 15 16 M1- •'. + • . c- ' < . ~- * "* , " >'• M2 r '„, V; »' '< »Ci^' ,?•'-'. 'i r n ."*"•• '. ^ ' : 1' », 2 3 4 5 1 •< - * ? ^5 ' 3 &, *t f ^- max rrtn max fnirv max '«*»' max Wtfmax DIM max^ KI^•nwt< max Wff^max Mf .102 .048 .095 ' M'i .092 .037!-'t .09 ^' JS, • .032 ^K^l , .347 * -.021- ' .235 -.tUSfSE.:* .233• torn .. 7 -•3 7 $ 7 f • 7 $ 5 '-f-: 5 *-£ 7 ^7 f : .055 -,008 .033 ' r.01fis. .001.:..«(* .001; .jaSS-* .054 -, '#7 - .077 ..flSA^' .001 •&&B2* . .001-^^or '. 3» 4 '3 5 '3 54 2 .4* 4 •4" 5 4f 5 4. .014 . ..-,0*8 .015 -.004 .015 •-JS4- .015 -.004 0:\OB»'. N .043r^fMS,-! .014,^tiortk .014 V-JD09' 7a 6 •7 6 '? 6 -? 3 § 7 -«' R fl fi V' 0 0* -". 0 CF,< >-, 0 , '.Or.. ; 0,-• &,-:...„- 0 0 'I'" " 0 > ,* Q Rv 0 "^4^1/ ^ ^ v%^^ < 0 \v04V 1 1 1 .t. 1 it' 1 ''1<1 1'1 'f' 1 «(-! 1 Jfft 0 0.-.I .012! "-J024 , . .008 .007 • '. '«'! • :• 0 Ql', .» 0 •-• - O.I,': - .024 - -!j«^«,V .015 '"<• VJO*r-> ^ 1 1 7 6 7 6 5 3 1 1 1 H|4 ~& 7a 7 ft- 0 0 .003 . -:048 .002 ' •.«!**••; .007 ... AEi.:.''' 0 0 ' 0• o,'-- • : .003i « ;.e.«¥>-: .002 . .-JWftr- •: 11" 7 4 7 -4 2 4 1 1 1 15 4'" 7,4- RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 105 Company Joe P. Hill, P.E. Designer RHM Job Number T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Envelope Member Section Forces (Continued) Feb23, 2010 2:24 PM Checked Bv: Member Sec Axialfkl LC vShearfkl LC zShearfkl LC Torauefk-ftl LC v-v Momentlk-ftl LC z-zMomentr... LC 17 ' 18- 19 20 21 2223 2425 28 27 28- 29 31 33 34 35 M . im 37 39 4041 42 43 44 45 47 '4ft ' 49•w* 51w -53 - 54V. 55 Mr 57"6* 5960 i 61 §2"'"= 63 65 86r!! 67 68 ' 69 70 71 72- 73 74 75 70 77 78* 79 Ift; 81 83sif4 85 < " i M3 " '•/;-, M4• --.. ,/, ''• -, •>"-"* ', ,,_ ' * „ • S*i ' „ • ...3. '; "v--i ;• ",:,- V- M5 V ^< % ^ ;, \\f ^ , ^ '"*T ^ ' ' -?< ,,.'",!> ** '/• \$ *fx M6.^* ft i-, * * • '<?,!?< I "•-" > - ,_'' ^it-. -, ,* s/5*' "j*"'i <*• ;'r.«t'*&'-;-!'i M7 ••?-,<> •'*;•-." •> .' AJr .'*> '" - ^" < ' i M8 •;'. - * ? - X. •.,,-- 4 i' ,' » ,'• r ^ ;' '"«• ^:?"" " - ,•' M9 ,»iy/v-,- /, H 4 <* ' 5 1 2 3 4 5 1 2 3 4 5 1 ;M'' 2 3 4 5 1; .. ,^ 2 3TV 4 t- "' • 5<•• ,- 1 2 3 -H 4 ^5 1 2 3 ' V 4 5 »•?•' 1 ^,1* \ 2 3 max,,uj.rJSJH max Mft max ffilftmax max fflfftmax rnin max ntfnmax max fflift max Jbfctmax max winmax max IfBrt max nttrt maxmfr>max MIL maxfjijfj max min max min max min max mirt maxi~iik,unit max fflfnmax fflW max «MJ«tmm max min max «m£USMI max min maxftt.fr...mm max_ rriin max tnin max max fE^wP max 23 ,,-,.087 • .063 • .&S7 1.064 1.P44 ..OS .611 -.048 • .578m .063 •<. .05? .63 .187 .449/i _-jgS .429 - ,105* .162•GTJB* .063 .07 .07 ' ^001 .07 .07 £ - 001 , " .07,1.001 .139 - • f 002 '• .139 *, ^00S • .139 -• ».002' .139 ; ,».j30S* .139:^x»' .031 •.049 .031 .031 ••.049 .031 - -.04& - .031 •-JJ49 ' .063 ,'jsy$ft- .158m\ .16 . jQffii1 •, .163 J» .173- jxn ••. .032 .039 /••fcdSB1 .041 7 f 2 3 7 7 1 $ •a-1 4 4 4 fi t 1 S 4 4 S 4 • S" 4 f? • 4 _JL_ 3 • g N 3 $3 S '< 3 «*3 '§ 4 2- 4 2' 4 2 4 2 4 2 4 3 3 T 3 7 3 7 3 7" 1 2 $'•• 2 .001 •P54 0 .11 0 0 -.04 .003 -.043 .066 -006 .054 6, .102 Q Q -.033- .009 tf 0 »,OQf .054 -,- 0 .053 JJ82 .026 0 P & ' - 0 -.028 -.002-,osa.11.ooi .055 ' ,002' ' 0 0 -.002 ;/»JJg§* -.004' *.ii .005 ,004 .002 .002 0 0 -.002 -.0&2 -.004 0 . -.084 .02 - ,QS'-' ' .02 .0 .02 0 0 -.07ft 0 .019J jj.,c •_ .019 5r4•) 4 4 5 5 42 4 4 t 3 4 4 f fi 4 4 * 1 S 3- 3 R1 31 3 1 1 , 3 f 3, j '. 1 1 1* ( 31 3 11 _3_ 1 S 1;1 3 1 3 1 4 _JL. 4 6 4 $ 4 fi' 6 4 4 > 4 '1f'' 4 .014 ^069 0 -.084 .12 -.048 .011 -.026 .004 -,002 .007 '-' 0 0 -.OS*.111 .011 .006 -.002 . .006 0 0; ,.0^4 , ;, 0-a...'.... 0ff ~ , 0, cp< * 0 0 .po •. * 0 • D''~. ' 0 0 0 ft.; ' 0 (£•>- 0- -'0 «' 0, o 0 Q 0 0 0 Q, 0 0. 0 -.054 .014 -;008 .014 •«.d68 .014 ~>-,00^; .04 *,fiPtfr 0 .015 "•',«.'6§Sy ' .015 6 3 8 7 fi 7 75 6 1 3 7 6 7 7 fi;f 5 4- 7 1 1'"' 1 .JL, 1 1 1•j 11 1 1-' 1 1 1"1<j ," 1 1"'1 1- 1 1 1 1 1 1 1 1 3 S , 6 y 6 *?/ 6 ,7 7 §" 3 6 ,^,,- 6 0 0 0 Q 0 0 0 Q 0 ..'-. Q 0 0 0. flf ' 0 0 .001 .001 ..013 0 ff ' I 0 0 01 'AjbitH - 0 0 '*iQSi-»''- * 0 i • -.Ofll' V .001 f ',<• :J8%' -a .001 '.8'" ' -• .001E < ,:,^|^' • ' .001 " '0 x1*'.' .001'•? ' -0* ' ", 0 •' '" Offf' 0ff 0 0 0• S-. . b 0 .',-... 0 0; •: -o • 0 .'.„ Q 0: ..... - op'•-,,,\-' '6-' 0"fr 0 0v-.-^-a-/ - : 0 1 11111 11 7 6 1 1 1 1 1 1 6 7 6 7' 5 71 1 6 7 6 7-,' 6 •T67-" 6y- 6 ~*t 6 1 6 t 6 i,t. 6 1 5 -4- 5 4 5 4 5 4'- 5 1 1 1 • '^'•'! 1 1 1 '•1**,,1 1 1 'f* ! 1 ', : 1 .006 ' "0 - 0 0 0 0 .005 -.008 .opi -.001 0 0 0- i 0.• o/ : -. .003 .004 0 . -.003 .,,'•' . 0--, • o - 0 0 ' . 0e- :" 0 00- '„; ; 0 \ Q." ' ';' 0- -.: e4- ': 0? '- 0 ...'~. '.. .:. 0 .. . 0".'. „ 0 •;. ;- o ...-*. ,/ 0 0 0 0 .5 0 0 0 0- 0 0 0 0 0 0 '- 0 -;006 '< .009. - .. .r.«4::... • . : .024 i.*d22 0 - ^ • 0 0 ",'.'- ^''ViOfl?-*". ":?' .009 I II 1 -1 • • 5 7 51 8" ' " '-. • - 5r 7 ^t 4 -#' 1 ' '1 ••. 1 1 't - 1 '^1 1 '-' 1 ' '••I? 1 ',1« 1 , 1T 1 1 1 1^. 1 • 1 t' 1 1 4 1 1" 1 §* 6 -J. 6 ,,,7,'1 1- 1 3 -'§,¥ 6 .007 0 Q 0 0 .026 0 .016 ' <-,Qjf]2 .03 0 0 0 ' • HO ' ' .01 0 0 -.003 0 0 - , >-&> .. 0 XQUi '• -.001 0 '' '-.024, ' 0 ft . . 6 •-. 0 '-'"'* & *• - -.004 -.005 .."* *33f-. -.004 -.101 0 ' »• ' '& . 0 • .6'. -' , . -.004 .,004 -.005 -.006 ' -.004 -.004 0 ft- 0 -. •<-•€!' .006 .< ....-,01.9 - 0L-m. .« 0 , ';< i.Q6;.f", " 0 ' jQ*"- ' ' 1 0 .006 !C;"f"i.,(M§f«''v 0 2 41 1 1 1 4 5 4 2 4 31 f1 1 4 6 4 4 1 1 1-r 3 ,1 3 -'1 3 f 1 '•1 1 "f 3 - "f " 3 'f 3 1 1 1 1 1 3 3 1 3 1 1 1 1 1 3 4 6'4 6 -41 "1 1 3 4 6 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 106 Company Joe P. Hill, P.E. Designer RHM Job Number T&B EQUIPMENT Envelope* Memher Section SCAFFOLD SUPPORT BOARD Forres (Continued) Feb23, 2010 2:24 PM Checked Bv: Member Sec Axialfkl LC vShearfkl LC zShearfkl LC Torauefk-ftl LC v-v Momentrk-ftl LC z-zMomentf... LC 86 87 88 89 90 91 92 93 94 95 96 97 9899 100 101 102 103 104 105 108 107 108 109 110 111 112 113 t14 115 11f* 117 119 120t 121 122V 123 124--- 125 126 • 127 128v 129 131 132 133 134 135 136 137 138 139 140 141 142, '143 144 145 148. 147 148 149 ISO- 151 153 ,'•• M10 ^ M11 ^ >- i. - • M12 , ' ."'"'," -••••• -***£"* ," : -" M13 'I. >s\ • - •-"*. .••_»,/.' '. L. •-»< - .<," ~3f., - ' . 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RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: -Fnvelooe Member Section Forces (Cnntiniierl} m m »mMemjber,Sec,..AxiaJM,LC vShearfkl LC zShearfkl LC Tprquefk-ftl LC y-y Momentrk:ft) LCyMomentfK- •.:i:rO.'l y 0 z-z lyipmentr.LC 3 224 min &JL ±JT- 225 max 0 0 J,0 1 .003 ±-.006226min.-.001 -.007 227 max -.002 .003 -.005 3 229 -.306 max -.002 jm. -.004 .003 -.005 230 mitt xamr...iOm.-.001 231 M24 max .215 .005 ir232mitt.003 JQOA-233 mp ,213 .002 ,,1:005.,234 aitt J30JL JJGJL _0_ 235 X max .212 --QQ6 ^.007 237 max 41,-.002 -.00523$fflto ••aM*-.602 JL 11 .fil -^08 239_max .209 -.00424$241 _M25_max .003 .005242min.^JC --QQ2243.JDQ2,.002 -.005 244 Jffl2_JL.JL >.Q08 245 max ^M240JLi-247 max.-.001 -.00:-.005, rnin "ft1 Qi .005 249 -.004 JLJ_ JLJ. JLAJL jLj 2.A JL AJ. 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RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Member Section Forces /Continued} Member Sec Axialfkl LC vShearfkl L 293 2» 295 2» 297 290 299 30CF 301 302 303 3W 305 306 307 3fX 309 3? *311 313 $4 315 ,WP 317 319 3: 32 10>1aSg.. 323 X*325 fr' 327..'jjgifc.: 329 3?yf" 33131 33 33 » 3 4 336 337 _23li!s 339 •Wfl« 341 -342- 343 345 34f 347 348 349 3BB.... 351 _M_^2 353 3P *355 99 t» 357jjSis 359 IP361 .', !. • -/ / M33 '. , ' t '< -•* '-> ' "." :< '- ''. * > , ', ; M34 M '.f?t'-' *v. ; -_4. .- ,. M35!, lll;3"**l^is ll""!"-- ""• - -'• > .- ,, ,,-„, j 4 ~*. ? * » I < <' r ? - - *• S>K"" •' 'V;.f ,',5 , M36 • ',:•". ; '1 A *%*•*; • 4 ^fit <_ ' .' . * *•- " M37 ,•(#• i '- - ' „ ;'' " / *TI '«•* * , >• -•">, - i ' ' M38 v, ; , *, • -f-v.s&w ';"•,; •C'&SfcK'I'i:? I^PijKSf ? 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RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Mem her Section Forces {Continued}!& Member Sec Axialfkl LC v ShearFkl LC z Shearfk] LC To[que[k:ffl,LC y-Y Moment[k-fj]>-. :ol-'-LC.z:ziiMoment[i;,LC500L~JL A ±•± .501 . M.55 1 mas.ML J..136 .015 0 1 -0,m ftlfct J:-00? 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Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Fni/e/ope M(*mht*r Section Forces (Continued] Member Sec Axialfk]C v Shearfk] LC z Shearfkl LC Torquefk-ft]LC y-y Moment[k-ft]LC z-zMomentf... LC J69HI 5 ma*-.004 3 0 J.4_JL JL-e 571i M62 max .25 -.OS*JL1.573 max .561 .054 .016 .002 Ml .007juifl.,232^ 575 max .564 .054 .016 .002 -P11jmmaJL -,Q92_ SI im .566 .054 416.£02.428m.-.009 -§79 .672 .044 X318 -M*M63 max mmln -.054 -.084m*J3S_,053 .016 ...007 mlrt -.004 max 141 .053 .016 .911 Q /.-.004 J§7 max .053 411-.028mat.•>.148 589 max .014 JlitL JL 142 .002 1£05,A. ^3 max 142 .001 , :995...mta 595 fljax J42 .005 ..aflfll wuasa HS ..9.S.5.... 599 max .142 -.002 .005 ffissa.&*-.max.•3 jOpiji .006, -1**,8--693 max .359 .002 .006aila"IT- 60S.rnax J59min a flop S:.-.Q02 .^fiea -.094. epjL M*-.004 JQ6.mm 611 JMft,-Q2 .005 '...L..BL Jk, 613 .002 -.004 fflirt 615.max -.02 ±.-..ops.mil1! 617 max A -.002 -.004,miri Jd ** 619 max -Q2 JLL 621 ,.M67 mgx .697 425..min dfc623,402;.-Tm??y^ flffig. ..-..flOA624*nm. 625 max .697 -.005 "1" max .697 -.002 -.004±1 629 ^697 ..1:004' ..as 631 M68 max .33 .002 max 401. 635 Hani Jk- Wfx 637 max .332 0 1 0 6 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 114 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By. F.in/e/ope Member Sectinn Forces /Continued} Member Sgc Axialfkl LC y.ShearM LC z Shearfkl L£Torquejk:ft1... 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Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: gni/e/ooe Member Sec/i'nn Fnrre.g Member Sec Axial[k]LC vShearfk] LC z Shear[k]LC Torque[k-ft]L£y-y Moment[k-n]LQ z-z Moment[..LC 3 ..-.4... JL JL1 JL JL U_ J6_ JL JL -i. JL JL J_ JL. JL _$_ 6 JL6 JL 1 JL1 1JL .4.... JLA _3_ ...4... 1 7Q7 i-max -.002 3 0 JL Q ..-.PP4o; ^33L ^004 JL. 711 jyizg-max ^Q6L .005 -.^21 J30A.y.lSl4.JL. 213 max JB5_.002 -.005 .714 eft •-S22 -.004 :jm.71 max ^061.-.006rHfe-.00?a max J262 fflfa ±. 719 J06L -JIQ4.m •A.JL.721 M77 max .004.J3Q5.J004 ^B^t J8M_JL_ 723. .^, max JS3_J3S2-JQ4.-,005 JMffi.^JL725max-4P4 .004._-OQ6 .....k-j..^...JLi 127 max -.002 .004 ,-.0057mmlaJLmax_^QPi.-Z.QQ4 ^MM JSL731M78max^§9_.005 mlri>-'T*733 max ^787 4Q2,-;Q05 ^002 T. 735 mix ^78g_-.006, 'O. 737 max .784 -.002 -.005 -JO*Q • 739 max .783 -.004 .O.J /'- 741 JM79,max JKH..OQ5 1min 743 max .002 .002 -.005 JLI ;m. 6 m *-••,<•mtn •' -0 ';-.0085 745 max -.006 7*1 747 -.OQ2 -.005 749 max -.002 -.004 i JL1 Jb 5 JL1 ^_ 2 4 1 JL 1 751 M82 .321 .138 .015 JL 6' 1' 753 max .307 .137 .016 .013 .004 755 max .305 .001 .016 .009 .002 Jfc 757 max .302 .001 .016 .006 .007wr-Win 7 759 max .125 .054Tart-.113 0 M83 max .91 .341 .048 .142 .(§ 763 max .764 .002 .016 .027 .004 5 2L 731 2 -21&-.-M- 765 max .761 .002 .016 .016 .002 Blfci*aMi: 767 max jam..006 .QQS 769 £& maxHffi r^.M84 max 1.456 .395 J3Z ma>1.4291 ^ "4 *%&?•>—r .005, 775 3 max .777 .002 .007 0 .004 .076 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 116 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: m IX. ;m Envelooe Member Section Forces /Continued] Member Sec ..Axiajri LC v Shear[k] LC z Shearfk] Lp Torgueik-ftl,LP.yzy.MQ.mentrk-ffl,.L£z-zMomentr..LC JL. JLJ_ ±,±.1 A.•JUSL.177 am J72 2SJ .007 _P_.123-m m.JL -.orit J2S-max ^54,mia -084 .7J1 M85 max.JL8^ML,.129 ML 783 max -W,.012 ^QQI ,004 .049 Jfi&rtrt •JM:JMi J3Q2_ -785 max 1.5:.018 .008 .001 .005 ^L -.003 -.012 787 max .397 .001 .006 -002mil^oo?-.004 J89 max JQ54-im.JL -.054JSiM86maxm.,204 1S2,A Jl ^fc -.002 793 max .276 .102IEEZE 31 -.tm ffli ^76 -.00133^QQ2_..123 797.11)94 47J6_jm CTTl :i±i.Jffl2_ 799.max .276 -.002 jute 801 Jd82L ^ J32 JL;jLk. 803,max .349 .211 IZ ^m ^05 max ^49 ......iQHg.. t''807 max ,349 -.002 -,PP4. J8£l;^;^;ltHUD.jy.•?^a .809 max .349 -.0 * 'f. 811 M88 ^224..005 _fl1:11:1:1:812 ,,31388 i lOM .tf. 813 max .002 -.004.^±1 is 815.max 4M -.ops.U ^fl_ 817 4"i -.002 -.Q04 HM M *; -8J9 JSPS 82J,M89 max .25t -mil« 823 .016,.008 _LJL 821 .491 .065 .016 on.•f - 827 max..494 .065 JUfiL ^028 829 0 7* max J12 JM J/19Q. 833.max J55 .016 .007 834 ' B 835 m 136 .055 i rvysaaa 837 max .138 J55 .016 .028 839 max .152 .014 I±l841M91.002 * 1 cqy 843 .001 .005 1 r^^g844! RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 117 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued) Member Sec Axiairkl LC v Shearfk] LC z Shearfkl _ LC Torque[k-ft]LC v-v Moment[k-ft] LC z-zMomentf... LC J45 3_ffiax .138 0 J.o ±.005 J.-.001 3.fflitt JL &.±•± ML max J3fi-.005min-.069 '3-o;, mix J38_-.002 JX&. mi M92 mix ,355_.005 .006 JMi 853 J1355_.002 .006 -.004 JLmax.355..006 -.Q05 _lJL857max..355...-.002 J59 max J55_-.004 .006 JL861J«93_max -.029 ,005 863 -.029 .002 -.004 -flu , 0", maxjnia J|_i867maxmia-.029 -.002 -,OQ4 869 max -,029,,.-;OQ4affl& M94 max .715 .005 max J1S,J3P2 :jPQ4 0 875 max .715 -.005 .002?JL 877 max .715 -.002 -.004 £ZS_j$£L II •--.'ft.JL max .715 -.004minrJfl8!> 88JL M95 max .sja..002JDM max .343 .001 885 max .343 -.001 Witt 1''-..0; •max .343 -.'"'4' min •i'- 889 max -343 -^OOJ 890 min ,M96 max J54 .005 893 max .184 .002 -.004 884 min .'-0".:.002,cr' 895 max .184 -.005 899 min 0 897 max .184 -.002 -.004 898 0 7"Q- 899 max 484_-,Q04. 90S 901 M97 max .007 .005 min •:>004 ?*'a . max .007 .002 -.004 .;-£•.>'1 905 max .007 -.005 909 6-'- max .007 -4402 r.OQ4 71 max .007 »'.H 9U M98 mp 401 flP5 wmin 913 2 max .408 .002 1 0 1 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 118 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelooe Member Section Forces fContinueei)tff Member Sec 4W LC yShea .C zShearFkl LC TorflMefkrfft,,LC Y-y Mornentrk-ftlT LC z^MomentL 4=0, JL „§_ JL 1 JL1 JL JLJL JLJL JL JL JLJL1 JL JL .A. JL 914 6ms3SIM4Q8,0 1 0 ±o -,.QP,5 , ido.... '"'iiA&fatl..!*.jt ±. 917 max .408 -.002 :.OQ4 HIM .TJCtt.-.ofti. ..919 max .408 -.004 920 -.008 o : 921 M99 max..227 .005 JQ2. B^i -.?47 J23 max .225 ,002 .002 -.005 J^JLL 925 max .224 JQ2_-.006 jmta.JJL JL1 ft. 927 max .222 -.002 .002 -.005J2aJL J29 Hix ,221 -.004 .002jniri-.783 JLL 931 M100 max 1.047 .005 JJfl_932 '...tflfflf. 933 max 1,046 MS2..005 -.005jm. S3&.max J.Q44 .005 -.006 ..08? 937 max .1.943 -.002 .005 -.005 JLjL. 1 1 1 uia 939 max 1;Q41 ..^QQi...4_940 .air 1;jm M101 max .002 JQ2_,Jl942,062 943 max .001 944 '1*''•'¥/¥•,T 945 JUax JQ2.^001S&L 947 mg JJQ2._3_....^... JL 948 949 max.-.002 .,.002•1 M102 max .34 .005•. 'JOZis: 953 ..i.yZ,.,. 9M max ai. Mfi!*,. ,-G, •>- 957 max .34 -.002 -.004 958 miri -JMSl *1959max.34 -.004 960 mir>'-.081.''1961M103max.062 JDffiL -.002 963 max JOJ_.002 0 >t964S&.002 -.002 965 max .059 -.006 -.002 967 max -.002 -.005 JLJL1968..r.oM:JL:-:002 969 .056 -.004 971 M104 max .004 .005 .004 mfif 973 max .003 .002 .004 -.005 3 JL ^LJ2_ max i -.006mino/;•#,f." 977 max -.00 .004 -.005 --4 :!^F 0 <¥'*• eft "55 981 MIPS._J85 ,QP5,J RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 119 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Fni/e/nne Mt*mhe*r Section Forces fContinued} Member Sec AxialFk] LC v Shear[k] LC z ShearFkl LC Torque[k-ft]LC y-y Moment[k-ft]LC.z-z Moment[. LC ™.002 5 0 JL JL JL ^£05 JB.JLmaxJ£2 :££-".•jflib1'4?-',. -IS'M 987 max .781 r.Q02 -,005miaIEJL^ max *ZHL -.004 AJM..3 JLL J^ JMlpe..X0§x .004 J05,.001 _.^Q4_ ^3.am,Ml .002 -,9Q5fflirt max JL ^m -mmirt-.218 /4 0 997 max 0 -.002 .001 -.005 J33IQ -.002 -.904 JQl '\'.' 0 v .i JBix iffi .128 J»15,..1.F'y'.ji|lj"' ^^T .'*', tf< fflax .346 .138 JJ16_JP43 J3Q4,?.M?1t., .343 .001 JPJJB-JP9 002_ ML ^QOl .016 ^OOJ .007, 4 *4-max .J -4" 8"~V'< 1.234 .355 ^&Xmin * 1 iPJl .001 S28 ^Sl.^12_i«i«: rnax JQQ1 .,01.6 .J17.,JQ2min4*'/*:3MS?'sax J§8 J01 JUS..O6 flQL-SM v- 1011 max.J3§4 .39 .141 .014 sfc .006 .078 -T,max .735 .003 .973 .173?" W§ M .234 J307 411,.,'9 c- max ^5..054Mi :,054__a: M112 2.043 .38 .136 0 iftlll •;:§'?••*$ max 1.441,.013 .001 .004 J32 .coin.sJffiL 11 max 1.415 .026 .008 .001 .005miaJL max .OQ6 ^006.,00^ *m M .054 JL M113 ^75 J^ 1043 max .275 .102 TT^_-floi11Jt*2 JML flJM .275 0 I" 16^. f.V<«..g?- 1049 5 .275 -.00 0 1051 M114 1 I max .336 .422 1 1 1 RISA-3D Version 8.0.0 [C:\Projects\1 0035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 120 Company : Joe P. Hill, P.E. Designer : RHM Job Number : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelooe Memhe*r kL yShearfkly,,g Kfl.'•SS*; LC LC LC -v Momentrk-ftl ^..jyiomeptf., LC •tQBBB tSStt •-JL -i 1P53 •OPT ia...JL105!max .336 0 -.005 JL JL 1Q57 max..336 -.002 IE --QQ4 JfftL -.003 _JL 1059 max .336 -.004-.OPS 106 M115,.222 .005 .004 JL1 JLioe:max .222 ,002--.004 1664 0 -U3Q4 1065 .222 -.005 106J -.002 -.004JL J069 max -.004 -JOS 3EZ Ml 16 .25 Jk 10J3 .016 ML.i•ML:JL2 1075 max .568 .055 .012 1PJI ,57 .055..016"t'"i%~\y?~"-j&. 079„_m|± 25 ....'.e'j 1083 J39 .054 .016 z -007 M J41 X-:.fct^lit. ffi .144 3E 6 1089 max .206 .014 1 1 0a^ar. ^-.o.±1 M118 1 .151 .002 0 .005 in. TJEl .005rager^v..^jfe^^-^'j 1095 max .151 .005 -.001 max.451 .005 mift 2M JH_ 1P9!-.002 .005H JlJim,M119 .366 s1103.366 .002 JPJL -.004 JffiZ -.004' 11C ma .006 -.005 JLL LUL Jv 1107 .366 -.002 .006 -.004 1 1 1109 .366 -.004 .006 521 Ail sz ifi.,/iy ai 1111 M120 max..005 -__1 it:>•* 1113 -.026 .00 -.004.gm'Z-.,as Q . 1115 max -.026 -.005 ffiB I: JLUZ jj.-y'^-y'ii -.026 -.004 ''./'I'Afft RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 121 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Enve*lnnp> Member Sec/i'on Forces (Continued) Member Sec AxialFk] LC v Shear[k] LC z Shear[k] LC Torque[k-ft]LC v-y Moment[k-ft] LC z-z Moment^LC112M121joa•OQ5 1 0 1 0 fi JL 9tJL<z_ma max .702 .002 -.0941-JS82L -.008 1125 max •702,,.-005 A JL_e j.1127 max ,702 -.OQ2 -.004ItiC-M& ', 1129 max JS&.-.00411note 443:M122 max .33 .992 11 JL.±L1133max.-aa.JPJL 1134 fllifi _il_l 1125.max -aa.. -.001JLL1137max-J3, max m,-.092 -.061 .Jj 1 1141 ^12^,ZQax,-QQ5 1142 JL1143max4JH,M2_ 11W _&L 1145 max Jflfi...-OQ5Ef.-w-.-i5: •.;-<•_JL1147mix4SJ ,-OOA., 1146 min 1141mi max 'Of 1151 M124 max ^!PJ1 JQQ5.Jklisa.-004 -.995 -.004. JEE,llfil ^H2§.max ^3ffi .005 .L max .399 .002 -.004MteJKi 1165 ^^ -399 -.005ft. 1167 max .399 -.002 -.004jnio.JL:1169 .399 -.004K'-SOBS1 1171 M126 max .226 .005 1172*mirt -ft 1173 max 42L ..,002.-005 117*mirt 0.O'. 11Z5,max 1WS mm 1177 max .22 -.002 -.005 147*min 1179 .22im S .1" ',' M127 tqii.,J3Q5 .006 is-iff', 'usa max 1.013,,.006 .-005^m max 1.011 .006 -.006 0 .006•-.P 1189 5 max I 1.008 -.004 6 0 1 .006 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 122 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Mernht*r Spcf/nn Fnrnt*^ RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 123 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Member Section Forces (Continued} Member i Sec Axialfkl LC v Shear[k] LC z ShearFkl LC TorqueFk-ftl LC v-v Momentfk-ft]LC z-z Moment[... LC 1259 mm .125 J.J&i,0 3 JL 1mIf"1" 1264 ...MUL .906 .£&..95 -.000'1 Of 1263 max .762 .002 .016 J028r..-,^,—^ -.028 ^004_ J213_-.078 1265 max .76 .002 .916 .017 .002 .211 x 7-, 1267 max .757 .002 .016 .906 .008 Kft>aaE JL A 1269 max _25 J54 JL:.^.Qtgah"i_IL 1271 M138 max 1.455 •395 .17 1273 1.428 Mi M5 J089m&-.134 1275 max .773 Mg..007 ..004 .076, Jift 1277 ^^ .772 .237 .007 -424 .24S--9*-' max ^5_J354-Mn 1281 M1.39 max 1.855 .377 £i t' 1283 J548 .994 J4§_ 1285 max 4^.Q18 .008 •7r .001 .005 1287 max .37 .001 .00 .002 Sii max _=25_v°54 1291 M140,^276 .204 •«^:A?*>-:.:JL max .276 3E129 j=mLmax.276 -.991,i 1297 .27612M.*>^>-.fe Ltmax^76 -M3.--3 *?xr~ 13Q1 M141'"*iitrf/t«j»""jTT;.349 .422 21 .349 .211 -.004i~Jm 4"'130 max .349 .-.005 JL1307-.002 .faag"^..-.'.: 1309 -tto.^fij max .349 -.004 iMa fi1."'- Q 1311 M142 .224 .005 13131 min '-7-\<S:H 1313 max .224 .002 -.904 12 131 max .224 -.005 irthfc'1;.: 1317 max ^4,_^002 -.004mirr6"ism rnax ^24 ,,,-,004.,..2;jy .. ..61 r-F 1321 M143 max .25 JL 323 max .491 .066 .016 .008 1325 .494 .916 .012 1327 15*4 max .066 .016 .028 6 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 124 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued) Member Sec Axiairkj LC; v ShearfklI LC z SheartM LC Topguellfrftl LC y-v Momentfk-ftl LCL ..4... XJL JL JL3 .A. J6_ _£_ 6 1329 5 max .05miri 1331 M144 max J25 1332 JU£-.054 0 1333 max .126 .055 416 .007 3231 mta.jm.-.QQB -.04 1335 rnax 428..055 ,016 ,011 ,111 13J7 max Jit .055 .016 .028 13M SST -186-JL JLJL1 JL JLJL 3 JL JL JL J_ JL J_ 1 JL 1339 ,5,max .144 .014 5E1M£J2^ 1341 M145 max .139 .002 ^5an JiL JL^. 1343 max .139 .001 .OQ5J_L jy. 1345 max .139 1 i .005 -.001 134$4 61 1 1347 max .139 IMi jnin JttL134JIjmax.-,002, ±tl ^905 A-3E1ME M146 max J56 JSQ5_Ii304 J353 max J3P2 fl06 t ,-•004 **(' .356 .006 -.005 Q/ 357 max ^88 ^024 -.004 .006 -fcJl^ a*3J2L -.004,JL1 3 JL JL 'M max sfc ^003E.A. -.029 -.002 -,.004 max a.•p'-'i: 1371 M148 max .716 .005 *E OT<V J_ 373 .002 -.004 BE *•'•'&&.•-•^-am/rj max .716 o ir -.005h lite--fl; 1377 .716 -.002 -.004 JL _L JL JL JL J6_ _A. 6•4. J6 1'"61* max .716 -.004 min Jo* 1381 149 max -as..002 i 1383 max .342 .001infer§"!Q- ' 1385 max 4».0IE -.00 6?:;-'. .342 J.J ma .342 -•092 * "<&'.t M150 max .184 max 002 6 rr-—.? 6 -.005 ffi RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 125 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Member Section Forces (Continued} Member Sec Axialfkl LC vShearfkl LC zShearfkl LC Torouefk-ftl LC v-v Momentrk-ffl LC z-z Momentf... LC 1397 4 max .1 -.00 3 0 -.004 1399 max .184 -.004 ffljQ._^& 14Q1 M151 max ,007 .005 ,004 1403m ma .007 .002 -.004 jnin 1405 max .007 -.Q05 JkmaxML-.002 nt ^00 ffifn 1409 max .Q07 j;- v.t • 1411 M152 max .408 .OQ5 1413 max .408 -.004 1415 max .408 -.005 ±L 1417 -.002 -.004Ha max AQfL -.004 .6 '0*;'.T'/i* 1421 M153 max .227 .005 ga,mix.,22§.±z i ,-JQS,min : 0 " 1425 max .224 •fe -.QQ6 J42£fflfft 0- max .222 -.002 cb'.1 ti max .221 -•04 l^ M154 max 1.046 .005Ma max .045 •QQ2 --P9? '1' 1435 max 1.043 •("ij _-P02 .006 ^SP4 ma 1.04 -.004 ,ff 1441 M155 .002 .002JLL..fi--v max .002 ^_ 1445 max .002 -.001 1447 max .002 max -.092 ML.milt ., -LM2-.*.?;..to iyii56.m^,441 J05 -.001 max .341 .002 J2&JLi: i§5 max ML "'SB'S-(In 1457 max .341 -.002 0 -.004'(&*'. - -Mi 1459 max .341 -.004 0 JJLJ 57 qa&.061 JS5.i:max .06 .002 1465 max .058 1 -.006 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 126 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Mt*mht»r I* life w IIM IIISec.AxialTkl LC LC zShearrkl A. , < Jl*< LC LC ,.y-y.Momentfk-ffi" **3.*m LC z-zMqrnentr.. ipgf?1467 max,*s*>Tff.... 1 -.002 ±-.005 1468 i 1469 fflax .055 1471 M158 max J04 .005 JSi.LI: 1473 max .003 J3Q2_:004 -.005i: 1475 max -.006,min ,jfi^-.00?,, 1477 max -.002 .004 -.005 1479 max -.00!,-•004 .004 148Q 1481 M159 max -=186. JTMI JU.JLi 1463 max .784 .002 -.005 1484.mta v -002 max 783 JO,. -.QQ6. O .;.-.'•-••pro JL 148J,ms .781 -.002 -.005 1488 sun1489.78 -.004 1490 ~,QOS 1491 J/M6JL .004 .005^ 1492 JL. 1493 m§x .002 i -.005 1495 J001 -.006 6 1497 max -,:PP5 1499 -.002 ifa15QCL '!.•'- a i.•»-..-.-. 1501 M163.,451 129 JQ15^yv-^ix/'r;:' & 1503 max,.138 JL.15Q&.016•Aiari' .016 ^007 I1S1 1509 max .125JIM 1511 M164 max 1.266 .353 .054 ..!..: Q... «n^--..001 JSL .004 ..-.17: 1515 .89 .016 .002 1517.max .888 .016 -J20X. 1S18 U-'tt-P -J34 15.19 OH*!WT .054 -.aft. 1521 max .1,758 .394 1523 -Ml -J& HL ^3L 1525 .003 .001''".073^.: 1527 ma>.755 .23 .007 .11723CL1529max",»>.Jl 1531 ma 31 .142 Sfv PJiSw?•A< 153 JCL 4 004,^,wg^. RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold .R3D]Page 127 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Secfion Forces (Continued) Member _ Sec AxialFkl i LC v Shearfkl LC z Shearfk] i LC i Torque[k-ft1 LC, y-yMoment[k-ft] LC z-z Moment[ LC& ijss.ML JQOJ,^QQ5. J537HITUJMlIfrJllJIUS max .387 .005 .006 JJQ^ 7 ..OQl 1539 max .25 .054 0flirt0 *'-.054-4 0, 1541 M167 max .275 .204 0-Mi .002 i.002 1543 max .275 .102 ISM iOift JLL -.002 1545 max .275 -.001 -.002 15;max ,275_irtn ,'-.002, 1549 max .275 -.002 -.204 -.002 7 1551 . M168 max J31 .422 JSM_Ji _&J JL_ 1553 max .336 .211 iminSSfir0gv 1555 -.005 1557 f 1 <•-•:'&•' -.002SSI -.004jsJe_ 1559 .336 -.004 fl.^... M169 max.J22 JL156;max .222 .002 -•994 min!-a....-• & ' 1565 max .222 -.005 0,'ft'-' •0 ' 1567 max .222 -.002 -.004 flw,I-.1 1569 max .222 -.004minf ;or M. 1571 17Q .25 IS max Jim--007 Y,1 .568 .055 .016 .012ee, mi .57 M&JL 1579 .698 .054minfi , 0**: 1581 M171 max .125 .112 4 -.054 '•"3 1583 mgx..054 .016 •OPT.,. 1585 max .141 .054 .016 .012 1586 fljia -.004 Q'- 158 .144 .054 .Q160; 4588 max .213 JtUL "I M172 max J^JQ2,J006 1593 max /I49 .001 .006 1595 max J4J JQg_-,901 1596 0? -'-H 1597 max .149 .006 i± 4&3»-.002, M173 48L 1603 max .365 .002 1 0 1 .006 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 128 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:. Ill M(*mhe*r Sectinn Forces Member ec AxjajM, LC v Shearfkl LC z Shearfkl LC Tgrouejk-ffl LC ...Y:y..M,o.rnentrk:,ft1 LC Z:zMomentr:,i 1605 six J§5 MQ. rp-T7 1 -J3Q4." -..Q05;K £.".a...311607ma*-.002 .006 -.004 4609 irJtt.Tfemax.365 -sm • -.004 •6 .006 mi ,M174 -JttM:Jfc •J:max -.026 .005UgH_ Ifil3 ffiht 5 3ffi max -.026 -.004jnin>m -.<ffl4 1615 max ^Q26 -ifflffi 1617 max -.026 -.004 "„ ft :J3S4_ifim max -,026 ,-.004mM JL M175 max .005 ^W23 J3JL .002 -.004 1125 max .701 -.005M•Ifmax.7Q1 -.002 -,Q04 II^ai ..-.004 5jm.1: m|^33t J3fi2. i£3a "fg, J31 J3P1 *r1634 1635 max .331 -.poi mi JS3L 46JE Jfflax .331 ^002 I8tt MM max 4§L .005 max .187 .002 -•9941555 1645 -.005 max .187 -.002 -.004•tiK 649 4§Z_-.004 ir 1§§1 M1.78.max .006 .005 izmin JL 1454 max .006 .002 -.004mik 4U5 max JSSL -.005 1|57 max fiQ6 -.002 .006 A i .005 JL3 '*'«^004 -.005 3_j'; 330-^002 iS^y 1671 J»305i»^g.'^'fSI RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 129 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Member Section Forces fContinued} Member Sec Axialfkl LC v Shearfk] LC z ShearM LC ToraueFk-ftl m v-v Moment[k-ft]LC z-zMomentr... LC 1674 &Mr 5,. .002.i JL 1 -.Q05 6 J302 fi 1675 max J®.0 -.006..in fflin1677max .221 -.002-Jsa 6 JQ02 1679 max .219 -.004 finft , -.005 1- 1681 M181 max 1.016 .005 .006 .004'-(Ft ' t 16J JOPX 1.014 .002 J9HL ,-.005,i 1685 fflax 1.013 .PP6 -.006 JL 16J7 BS*1,0,11 -.002 J9Q6 -.005 1688 '&-•'- 1689 max JLQ1 -.004 ..006 1690 -.ocs 5 1691 M182 rnax .002 JOP2M£52! 1693 max * .002jnta• o- > 1695 «g •PP2min 16JZ 3Z ..fOflZ...Jl1M9t-.002 ^002'.o^ OZP4 <y Mt9^.-335,.,in -'f 1703 .335 .002 -.004ilai;.CBS:'o-' , -- ffl»i .-.QO^. flH5 .335 ..-.002.-.004 1709 max .335 -.004 &" *\JL.JL -^°4 -.005 JLt..s5-17W ^fl02 -.006 1717 % -.002 •002,. -.005 1719 max .06 -.004 .002 1111 -1, ,f Ma jl~:£ 1721 M185 max .004 .005 1723 max .003 .002 .004 -.005 IOB2 6- .- I72i max .001 ^QQ4 -.Opg Ml 1727 ma -.002 .Op4 -.005 '- O'V ..'. 1Z29 fljax -.002 -.004 J04 HBO:-^306.'0:1 .v'JM Cf- 1731 M186 max ^79JL .005 d 'i US maxTTTKS!J89 ^fl05 •'**<*?,. 173 rnax .788 -.Q06 Jtli 1Z37 -.002 -.005 ik47J9.785 4- 1741 M187 1 max .004 .005 0 1 .001 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 130 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued} Member Sec Axiajfkl L£LC z Shearfkl L£.Torguefcffl,,LC .,y:y..M,o,rnentrk-ft1 LC z:z Momentf Lfi 1742! ^>5 -4"-' 1H m .002 0 1744 JL;m sm JPI IE -.006amJL" 0'-.037 174 max -.002 401 -.005,asla --21&0 174 max -.002 -.004 ^OQl V-aa,JLL,m14 M190,max .317 .144 .015 mirt .086--8, 1ZS max .303 J36_.016 ^fil4 .004 17M -QftT d28_ 17 max JPJL JQQI ^016,.00 .002 Hlfc>,(^-.004 JL - --.167ismax,298 fiQI .016 ,001.ML 1TJ8 jnin 3M ^OM^-.128 175 .125 .054/.::«&•'-.084us.M191 ipx.JQS,J41762 -ar. 176J jm..002 .016 JOS,t -=03 .004 1Z6Aizss JQiax.767_.002 .016 JQ3_JU .002 ilffi JUL IZfi max .002 .01 JJPX 4QZ 17® 176 J§,s*Iflnl*'m jm,.1 f" 1773 max 1.414 .016 .00 .086 177519 jQOJ J2ZL 1777 ma .77 .235 .007 .122-.oci 1779 max 4&^054_ 1791 tM193 1..375 .141±mi A:gr^fiT?- 1783 max 14fi-.013 ...,^04 ^M6^ 17S4 1Z§5 J^..019 JQS 17M H 1787 ma -^.001 .006 .002 1789 max .054nao. 1191 M194 *2JZ_.204 i 0 ' 1793 max .277 .102 ITS mirt - -IBt. ''1'- 12SS ^2Z7-.-.PQ.1..178 >&, 179 max .277 1-7*. -U0-;. max .277 -.002 -«.*»'ft* .---•• 1801 M195,,,, 4 1803 .21115M RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 131 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked Bv: Fni/e/one Momht»r St*r-tinn Member Sec Axial[k] LC yShear[k] LC z Shear[k]LC Torque[k-ft] LC y-y Moment[k-ft]LC z-z Momentf.jail jp^max .224 JP5 J._o_0 6 0 JL o ..jAftl^/;.^.JL Jiiioamax.^224..002 -.004 fnifi 0M£max .224 -.005jooiri-.088 4S1Z max ,224 -.002 -.004 13 -.068 ^mt JL max .224miQ-.068 JL LJL M197,max ,25. mirtmax..491 .p62 .016 0: ^Pi -.02* 1825 max .493 .062 .016 JQ1LmittJ4JiJL^1827 max..062 4m.:028 Lt i2L max .514 .058 jsai M198.max.J2&. .084 JJ max 421-.054 .016 JJQ6 max J29,.054 .P16 .011 jtiitt J837 max JP&i .016.,028min-.OB*- mix..146 •915 mjrt ' lll'd ,Q, < M199 max .132 -002 .006 JM2_?rTl..O_ 1843 max JJ2 .001 .^Q§_''if max J^2 .006 001 miff d''* •006 J.Jt.JL 132 .006i- .347 05 .006 •7!iaK- wax.^47_ rtAl JLHP5--347 .006 -.005JLjfc 1857 max .347 -.002 .006 -.004 mln *.*»"' ma .MT. 'ft'. .006 JLii§i ,M2Q1 max -.029 .005 '4,, Q max -.029 ^OQ^mfa jJL JU JM§.max.-.029 -,005, 1867 max -.029 -.OQ2 -.004 .'»^E.... max -.029 ^fl!mln M2Q2 nax -ZUL S05.asiri JiL ^JL.1873 max.J1L --OQ4-,w JL MS.J1L P'JM>*. m -.004 ¥1879 max I .711 -.004 1 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 132 m Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:m Envelope Member Section Forces (Continued] Member Sec Axiajn LC v Shearfkl LC z Shearfkl LC Torouefk-ftl LC.y-y M9rnentfk:ftl LC z-z Momentf. **; i.HB .ii ' "I. _AJ iQ'"J^•A..^ m min •MlimiM2034.fnax M*^opamia JL_1883 max .,.344,,ML 6 JL6 6 min Hi1885max.344 -.001 -,Qgft -,061 1887 max , .344 , 1S8S &±•m--.9011889max441.-.002 4_it. JL j_3 _1_ 3 ^1891 M204 max 485..005 _0_ilaaamax.185 JQ2.o±1 -.004jm.JL 1895 max .1.85.-.005 JL -.006 1897 max -J85 -.002 -.004 ^_-Mi.1899,max 485 -.004mta.JJP4 M205 max .007 .005 JL1903max.£07 J002,-.004 1S04 -,QQ4_JL JLH 3 JL. 1 1905 JE|x ^SQ7 -.QQ51908min 1907 maxion,..Q.Q7 -.002 -.004J302_ 19Q .007 •si1911M206max4P7 1M2.^J03'- 1913 max ^407 -.OQ4 1814 191i ma -.005 1917 -.004 1919 4fi7 -.004 1921 M207 raa4 ^i2^.005 zn:1923JIM max 224 .002 -.005 _6_ JL6 ^L 6 _4_1 Ll.1 JL. 3 JL 3 ^?_ 3 JL JL win1925 -.OQ6 1927 max -.002 -.005 *-JQt»"' 1929 max MS,-m,.1936 •z.jiljj19311.Q46 .005 1933 4M .002 JWfi.JL ^m_1935 SIS ,..1:042 ^QQg -.006 1937 max 4,041 -.002 ^006 ^005 1939 ffiiax 1.0,39 ,.-.QQ4 JP6r.j^WtV^E .ki1941.AI209 fl334 0 4flfl2..002 Jfc "MJ"; .001 max ^00 -.00111 i^»^:;41 JW2UJ RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 133 Company Designer Job Number : Joe P. Hill, P.E. : RHM : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Me*mh(*r Serf/on Fnrrc<c (Continued} Member Axiairk] LC y Shear[k] LC z Snear[k] LC Torque[k-ffl LC v-y Moment[k-ft]: z-zMomentr..,LCmm.0 -.002 3 0 JL JL•-1 $•*>,8 -li; J8S1 max..005 fe -OSl ' .00* max .336 .002 -.004 -.081 JML '-.001 .336 -.005-.001 .r JOtf .336.-.002 .-.004 -.002,.,max .336 -.004 max .061 ^005 .005mlao •-. .002 -.005m..-.008 max.,.05§,.005 ,-.Q06 ....ft.... -.002 .005 -.005 .055 -.004 .005-.oos .005 JL_:..?'.6*jjza max 003 .002 .004 ^005ink .004 JHL ....01. .004 3m w JLjL 1 •;i CKJl-S^l'1' 1 3E JL min max -.004 .004 "•if1 IP'S Jfe 1981 M21 max .785 .005 •.QQ4«-. ...t... E-g-yvffj JL -JtL .781 -.002 -.005Jfe••if: max 5 E iiiL max .004 .005 .001 1993 max .002 .002 .001 -.005 max .001 -.Q06 JL ma>-.002 .001 -.005 JL £. ±...l; 4-3: JSL • ^«a.-> max -.002 -.004 .001 .386 JOS, >l" : Q. ' max ,=262-.101 .016 JL ...Q11..,004 3'..028 • max ,259 .001 .016E v.i: v Q .......611.. JKU "^j..00.7 iii, TOS.if*. max .094 ,054 .......p..-'•'M max ,257 .059 JLii.001 .017 ma .67 .017 " ""9v">f • ..* *• .019 .002 2QT7 4 I max JJLZL .007 .007 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 134 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Member Section Forces {Continued} Member Sec LC vShearfkl LC zShearfkl LC Tprque[k-ft|L£y-y Momentrk-ftl LC z-z Momentf...LC 'JL JL JL JL 2QM 2011 5 max 188 J..Q§4 JL A iczJ^ M21.9.max,1.631 ,293 .132 ISE.123 tfflL 2023 max 1.403 ML..007 .058 2024 J!83_^ML -.<m,,, 2025 max..823 .003 ^04 ,001 -056 2026 JM.0S2 2027 max .748 .178 .007 .088 rniri xHMt 2029 max .188 .054 2QM irtft JBI __^iili£3L. 2Q31 M220 max 1.579 .279 J45. 2022 -.oss ^L 0 2033 max 1,185 JQ13-,001.^Q4_.023 2024 -.00? 2Q35 max 1.161 JL19_.007 JfflL .003 2036 it :JM1 -.014 2037 max .312 .002 .006 .003 -188 'J3t_ max .188 .054mJri 2041 M221 max .153 2042 of 2043 max ,077 HE20Mmin-6D 2045 max .209 JL ir ,...:,001,, tiirt 0 IjfflffiK- --lei 2047 max. 2048 2049 "lax M -.002 0HE.20JJO__*" M222 .253 .317 .01. 2Q53. ^ J53L ML -.004 0. max .253 i:.001 -.005 -.--: Q2Q57max^253 H JKL -.004-.297-.. 2059 .253 -.004 .001rfi"--•-6,: 2061 M223 max .165 .005 2062 "W flfe -.as42QgamaxJL§§^.002 JL.oT2064002^ff,. 2065 max JL65 5E -.005 miff jaw,1 .b"..:&• 2067 max .165 -.002 -.004 '-,«*"•'\ Q 2069 max J^-.004 _0,rnir>"ft;" 2071 M224 max .188 jii:ii ^L 2Q73 max ,423 .016 JSfiL 2075 j.rtlEL^:#'*•'7-max .42 .016 .011 ' -JS28 JL\ 6^£!-.0^ 20J7 max .04 JOSL 2079 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 135 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued) Member Sec.Axial[k].C v Shearfk] LC z Shear[k] LC Torque[k-ft]LC y-y Moment[k-ft] LC z-z Momentf..4=c__g_ J£ _LJL 1 JL JL JL JL JL JL JL1 JL1 2087 J»axat jjj..039 ,016 5 .027 i 0 -.004 §6- 2089 max .223 0 .015 JSttLli -J216-*'.!.... 'ff 2091 M226 max .002 JB&. JL2093max.095 .001 .006 2QM ^a;iOStti.2085 max .095 ,006 -.001 2097 .006-.flftfc -Mi ••0-'•'12099max-«£-.002 .006 2100 min -Mt JEW. 2101 M227 max .241 .005 .0052mmin'0-,.aioa max J44_.002 .005 3....f 3 JL _3_ JL J_ JL1 .,.1..._a_ JLJ3_ 2104 2105 max ML .005 ^m21M_Ma JL ^24L -.002 .005 7..P04 JLammML-.004 .005 4 2111 M228,max ^005 2115P V sm -.036 .002 r-004.. 211 max ^036 aQQ5. 2117 max -.036 -.002 -.004 JL...1.,. 1 1 1 SM,.1M* 211 max -.036 -.004 2S min tl ,*-. 0 . 2121 M229 max .523 •005 S max .002 -.004mta-.006' max .523 -.005 Iftlfl .At-> to/yHfc i"* -.002 -.004 2129 max .523.,.-,004laic o ^iii 6 A6 A. 6 ...4. 1 2131 M230 max .254 .002 mW IBP .-002'1'"-Jim, - 2133 max .254 .001 i.om 2135 max .254 -.001 -Mrt..2137 max .254 rmi -.Cffit -.Ml 2139 max .254 -.002 ^s -M23JL max .142 .005 1 t... 3 JL JL JL JLJL1 "f • JtSl* 2143 max .142 .002 -.004 . UK 2145 max .142 2147 max 442.r.004 2149 max..142 -.004 >0 r-C' o • <:, 2151 M232 .007 .005 0 IE " -«.-'• -<i'< ,-'0 .007 .002 2155 max .007 3 o 1 0 1 0 -.005 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 136 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ in «H m Envelooe Member Section Forrev (Continued]d .Member Sec,Axialfkl LC YShearJkl LC zShearfkl LC Torquelrftl,LC,...y^.Mo.m.trjtfeftli^ I'^'flll"'! 'L LC..z;z..Mornentr,,.. LC im •1-' 2157 max J07 3 -.002 0 1 -.004 jan. 2159 max .007 -.Op4 2161 M233 max.,=295,.005 -.603 JM4_;*& 2163 max .295 ^02 -.004 2HM jnB: 2165 max .295 --P05 JL. 2167 max .295 -.002 -.004 HUE -.004 2J69 fflax ^95.-.004 Ha -.«»-JttQS ±1 21Z1 M234 max ^27..005 lirUS^529_-.Ot1 2173TTinTi iTi.i^T..21M max ,225..002 ir -.00531...soft 2175 .224 -.006 :1...~J532 ..007 2177 max .222 .-.002 ,-•005., jZJL Aa Jfc 2179 max J21 -.004 / Q 218 M235,,,.795 JQ5_st J06 2182 -tf 2183 ^794 JBP6 -.005 2185 max .006 -.006 2111 2187 max ,^002.-.005afla 218£^8^ 219J.M236 .OQ2 0.lia:jm.JOQ2_ *li!ffi isii , -.901 21£max JQQ2,21i =am^..lr iim. 2199 max -.002 .002 _22Q(I : s V-fflh J. 2201 M237 max ^§-.005 2202.J2ft4_ 2203 max .246 .002 -.004 ^048 '"..O 22S§,.246 ,.-.005 2207 max .246 -.002 -.004 ^OD1 -.M» 220J m.-.004 2211 M238,,,sm .058 .OOJ & .008 MI2212min4'o: 2213 max .056 .002 .008 .-;P05.. 2114s 2215 J55.iss'' 2217 fi§3 -.002 .008 -.005 221& 2219 max .052 ° .008,^, .005 .Q04 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 137 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelnne* Me*mht*r Section Forces if^nntinne^H) Member RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 138 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb 23, 2010 2:24 PM Checked Bv: IP •ft Fni/o/one Momhor Section Forrw {Continued} ,§ec Axiairkl, LC y Shearjk] LC z Shearjkl LC Torqyejk-ft}LC ...y^.MomeMfeftl LC **J SDtL LCJL JLJL JL JL JL_L JL.JL _3_ JL 3 JL3 JL JLJL JLJL 3 JL 3 _1_ 3 22g&£l :!i EE229!max J7 * JLsto 2297 max JVL.0 fife .,,-.QM,,, 2299 max ML -.002jnia-001 W083 _JLaaoj.M249,,,max .139 Ji JQ6. aaos max J39_.055 .006^-.9942304:£Q2_jaaiL _0_3T -.ioa 2305 max .139 J06_-.005jnMflh "asoT.max .139 -.002 .006.-.004 JLL JLL -.103 23Q|max .139 JQ6_231 -.002 311 M250 max..029 ^005nn•JBB*/JLi JL_2313 max .029 -.0042314jtti_JL ..^OM^_0_L 2315 max.,029 0 -.005231$Mn ±1asixmaxJJ29 -.004minasm425,-.004 J_2320 -.DOS <- O '„asai .M251,,,,fl^x jea.0 JLj.J.AJ 2322 "lax J58 .015 w 2325 .-.073 :..f" sm J6^4i9 .025 .01 jjm,427,JOZ -.002 2331 J2|2^max ^032_ 2222. 2333 max .039 ,,013,s&:.996 '"&'.. 2335 max ML a19.jm..01am*®&.En2337max ^ .019 JMJL -=027atoj»fll--A J051^46 0H- -:o8^vf.2341 M253,max .052 .002 0 JQ1L2342JJQ2_Jill: max •952 .001 jm_ max ^05Z..011 -.901 WQ71 JL}±. 2347 Wax ^05^.an j^.rnlft 2349 max -,Q02,.ML 5EQifiJ IL.2351 M254 max .019 ^05 .006m. 2353 mix.J19 50J~-.004 235*fr 2355 4m,,006^-.005^356 max .01 J06 -.004 1_£I i^P41 Jm• *.AF¥ !, ja&-.012 RISA-3D Version 8.0.0 [C:\Projects\1 Q035 KIA Classic - Carlsbad, CA\scaffbld.R3D]Page 139 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Member Section Forces Continued(C Member Sec Axialfk] LC v Shear[k] LC z ShearFkl LC Torque[k-ft]y-y Moment[k-ft] LC z-z MomentF... LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 140 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelooe Member Section Forces (Continued]& ..Mernfrer Sec,AxialFkl LC y Sjiearl LC zShearTki LC Torquefk-ftl LC y-v Moi •M,L£z-zMomentr... LC 2422.±± 2433.jrai Jpa JJ02 0 X J09 24J5 max •JO!.09?±,r-P06 2431_JLL JL il JL2437max.405 -.002 .009 -.005 24M Mi -.002 JL JL 2439 max .404 -.004 .009 2Ma mia 2441 M263 max JW2_J13_ 2442_:'fflft ,^Q2_JL 2443 m .001 .013 2444 .,-v^,__JL -.001 2445 max Jim.-.001 244^Ai 'Of -,061 2447 max -vP432445.JfflL ±1 2449 max .013.,245Q_-3L 2451 mr..07 .005 '' .004" 2453 •TO^x .0 i -.004 2454 min 2455 £!§£J^-.005 2-" 2457 -.002 --9Q4 2459,max JSL,-,OQ4 2461 M265 2462 M. 2463 max .037 .002 zfa24MJj 2465 max .035 JL^-•906,1 -.002 -.095- ftfc: max .032 -.004 0 2471 . M266 .004 .005 2473 '*•*'max JH32 '<&,-1 • -.005ST"243T4J--M 2475 max i -.006 2476 A JH ±: 2477 max -.002 .008 -.005 JL.2479 max . -.992 -.004 JK2480min 2481 M267,max 496-.005 o;- 2483 m .195 .002 -.005 Win -JOGS' 2485 max .193 -.006KJk_- -o::"^j 2487 max .192 -.002 -.005 2488 max -.004 H f , 2491 M268r jV «f */"'^ >: max .003d .005 2492 2493 -QC 2495 max -.006" 0 -.005 2499 max -.003 -.004 0 3 Q 1 1 'JMii^il RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 141 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelooe Member Section Forces fCnntiniierl}d Member Sec AxialFkl LC v ShearFkl LC z Shearfkl LC Torque[k-ft1 y-y Moment[k-ft] LC z-z Momentr.. LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 142 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Memher Section Forces (Continued] Member Sec ialfkl LC v Shearfkl LC z Shearfkl LC Torouefk-ffl LC v-vMomentrk-ftl LC Z:Z,Momentf..L£i.1.i:i.1:i.±.1_:L1 ssm _L.: 2571 M278 1 max.4J6 JP2,±0 1 ^opz.»•'•-or •• 2573 max m .001 .007 Jttt 0 -.001 2575 max .166 .007 -.001 aifci _JL Q 2577 max JS6 ,..-.001,.,^OQI,2ia jtii.6---.00^, 2579 max,J£6 -,002...007,fflin 0 12581M279ma>.035 .002 .005 J«ffi_JS 2583 max .035 .005 25M JLL ft..tJOt 2585.max J35 JQS§_--QQ1 ,2556.Ma -.aw 2587 max .035 -.001 .0052SMAfc -.001 258JI mf>-.QP2 ^005 25SQ_J<2591 mas 468 ^902 2593 max .J6J|.J8PJ-.005. 2594 f 2595 max JM.^Q05 7.Q01 2597 max,JL6J,^QO^ •Mb 25J m§x ^Q 2601 M281 ti max ^2, fflax ^£fc ^,• t ' 2605 urn JSl fe ,002 -.PPI.or 2607 max JOOJSLr MI 26J39 max 367 -MM]M^ j' iJShA^ __W •aai ,002 2611 M282 ±./ &'-,;:sms.max .358 ^PJLMte Is -JMJ 2615 ma>-.001 o -.:-.-,oes 2617 max .358 in2Mt-JdJQS26iaJMa.358 3E 2621 M283 Xnax ,002 ±iE2521IniflfJ^'4 Jft ^^ffi: 1- 'O 2625,:ag.-.001.j^:~joBt< 2627 max -2..,.-;001,, A- max.^$2 i .,001*-= 2631 ,^M284 / .-flL -.OQ1 SBs 26J7 2|A.....^001.5 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 143 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT •'*:f SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Envulope Mt>mhe*r Section t-nrces (Continued} Member Sec Axialfk] _ LC v Shearfk] LC z Shearfkl LC Torquefk-ftl LC y-y Moment[k-ft]LC z-z Moment[. max ,224 .-..90.2,0 0 0 0 4 JJ7 JQ2 ...Q.....Jk. 2643 max .117 JZPJLJ3BL -.001 ma*JJ2L ..-00.1 2647 .117 -.OQ1 ma 4JI.-.002 JLmax.116 .002 max 416,.001 .008. max..116 .008 -.0017ffT'-.061 >.. -.001 .008 ..Qtl ..fe JL. -.002 . ..008. J02 jr.JL!JttlL.JLl Jtl -.004 JL.a..224 .001 JL ...Q': .A'..Jtb 2667 max .224 -.001 max -.002 *, ftl ,206 ML.iJk1JJQ1.,,1.061.'.'JL 2689 max .043 -.004 jmax TIT uiiri JL 2695 max .063 -.005 max .063 -.002 -.004-o J§!.Ml,1 jttBi. max .063 -.004JL -L M291 -.004 27QZ max .03JL -.002 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 144 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelooe Mem her Section Forces /Continued]& Sec Mi LC V Shearfkl LC z Shearjkl ?l&&f ' « iNAjte A. , , * ,jrfk .W S LC . TorQuerk-ftl L£:[k-ft1 LC z-z Momentf..LP_ JL JLJL1 JL 27M •;,S, ;,,„„!22m max,1 0 1 22M jt:0'. 2711 M292 max ,031 .005 JMM_ 2713 rnax .031 S02_j^OOi 27M j}ffi 2715 J03JL 7,995 JL 2717 max ,031 -.002 -.004 22M.ffi >.««-7 XOQ4, 2719 max ^31 -.004trift 2721 M293 .022 .0052Z2ZJffi4_JL.0. 2723 inix-.022 .002 .-.004 2Z24_Jffl2_2725 max -.005 _tt_2Z27 njai .022 -.002 .-.004 2122-jrjia JLL 2729 JTQix -022 -.00427M^F JLJl2731M294,max JU5-.005 ..002. .2232.min ,004 Or 2733 JJQ2.-.004 2ZM 2735 max -•995 milluu ,-.902.JPJ -,004.y 2739 max ^915 -.004 S82_ISBI fr 2741 S£,max.JJ3J.JW5 .007 -jflflfr J3J .033 ±.fJ02 007 -.004 21 J033,zzfe .007 -,00,5, 2747 JSiX ^033 -.002 ^W^ XK s ..-.004 -.002274Smax..-.094 J9J07A.2751 M296 .016,^.002 .019,,» J ii^S *JMi2753max .019?€" 2755 max..016 .019 HE -,00.127SBmfn max .016 -.001 .019 icmiaiJBL2759maxfl16jflflZ...019 min 2761 M297 m|.939 .005 .003 .004 JC 1,61.1, 2763 max J39 .002 .003 -.004 max .039 .003 -Q05 min 38- -.Q02 .003 -.004 -QP4 .003 M298 m .026 .026 -.00dim] 2775 -.005 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 145 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Member Section Forces /Continued} Member Sec Axialfkl LC v Shearfkl LC z Shearfkl LC Torouefk-ft]LC y-y Moment[k-ft]LC z-z Momentf..LC 32777.max ^m.JL .-mft* 2779 max ,026.-.004min 2J81 M299 max .03 .005 278 max .03 .002 -.004 JL JL max,J13.-.0,05 min -0,, max .03 -.002 max .03 -.004 fflfa -.flas jfe. 2791 M3QO max .032 .005mm.Jffl4_JL JLj max J032..002 _-OQ4iwfeJ30ST0, max ML. $.'Jflil :«*'4 0 !*> 2797 max .032 -.002 -.004 -.002 max JJ32 , ;.Q04 4±1 g'*.,i.,, 301 max .017 vSS§_min ,0 ' 0 i ,,2§sa max..002.-.OQ .002 . ...z;PQ5, , 1 max .017 'Ok, 4 r -.002 -.004 jg^.j. JLJ. J. J.3 flfc ,0V '. max .017 -.004 |&JL 2&U ,,M9Q2 max JO.J3S§_ •4.ft:am max ,07 ,002 -.004win 2815 max .07 -.005 m*-2 kli 281?max .07 -.004 2821 M303 --*-. max .005 J0&4 -.OQS '•r 2§23 max ^002 .-.004win&•' ma -.005 JL2827-.002 -.004 '•-.OflS 2829 max -.004 Hfllfl'-.DOS -.003 • 2831 M304 max .068 .002 0 ••SOBS1'JX&--.006 2833 max ^068.^SSl ..QJM"-'-.061 2835 max -.001•jm__ J68--.flQI 1'•4" 2839 max .068 -.002 2841 M305 max .151 .005 -.004 -Si 2845 max .151 0 1 1 -.005 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 146 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked Bv: m &n/e/ope Member Section Forces (Continued] RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 147 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued] Member Sec Axialfk] LC v Shearfkl LC z ShearFkl LC ToraueFk-ftl LC y-y Moment[k-ft] LC z-z Momentf,LC. ± 3_ A ^048 0 1 J....:0,19 1 -f 281i max •MLd3CE JUS. 2919 max .048 -.002 .019 IE ,-.(%8 M313,HM.4S_JOQ5-JQQ2. «fe JM. 2923 max .18 .002 .002 -.138 .Mz 29g&max J&..,002 -.005..^131:imax.18 -.002 .002 -.004. -.002 max JJL -.004 ^002.min M314 max 405 .005 J3P2 «*<•min .^i JLl "»' ,9 max .105 .002 .002 -.004 min *&&.cm '. * Q • 2935 max .105 .002 -.005 min V On-'-jnix.-J05 -.002 ,002,into. max .105 -.004 ^002min-.008 "r,.'.B 2841 max..116 .005 max .116 •9Q2 -•004 max .116 _-J3M_ -.005 JL .116 --PQ2 -.004ft JL^, '1 ^002 5 ^Jimax.058 .002 .002 ^mp..058 .002 -.005• tf:.'.:'..flM .'•^BK^ 297 max .058 -.002 .002ML ^e_: max ^258 -.004 .002min•.oat-,'4-''i-yoTi^.; 2961 M317 .068 .005 0 -Q.' max J068_.002 -mmin-.044 .002 max .068 -.005 -'•jgjip -a«i '' *&&& max JP68.-.002 .,-,004 min .068 -.004 -.044 f .14 ...flfe* 2971 M318 max .061 .005 .001 aio.•to 2973 .061 .002 .001 -.004 Q- max J61 ^QQL ^P05MJLA ^L -.002 .OOL1-•&. 2979 max .061 -.004 .00 ^MMS max .009 i.005 2983 max .009 .002 1 1 0 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 148 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked Bv: Envelope Member Section Farces (Cnntinued} Axiairkj LCySheartkl LC zShearfk] LC, Torquefk-rtl _. LC 2989 max .009 ,-.004 —MS _JL sSftL A.299J.-M320,max .068 JaSSL 2993 jfflfc max .068 m aa;JLL .001 2995 max .068 -.001--QQ1 2997 max .068,-.Q01 2998 lato.-.004 2999 max .068 -.00 0 ZEE3001M321max.17 - Q! 3QQ3 max .17 -,004 JL..max JJU oJLC 3QQ7 max -.002 -.004Mia-.004: max JL,^-.004 3Q11 ...QfiL .005 JLI 3013 -.QQ4 3015 max .042 -.005 3Q1Z .042 -.002 .-QP4• o-r 30J9 3021 max .161 .005 - 3Q23 _J_ ^s -.004 3025 ma>411 Hi3027maxJ61-.002 -.004, 5028 -.004 max -.004 3P31 Jd324 max .005 e•JS..- 3033 max J>Q9 .002 -.004 ttfe 3Q35_max ..-JQPS... ' - -t>' max -.0021. i.»a^VJ&'iMi id. .009 ^PC „£„•:,„:? 3041 11.1/^ ^ *-4*^«* *<•-'. ^v > «*/ • -' "-JL .002 11 3045 il 3047 -.002 E>^5 3049 '^fy?7?^ .002 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 149 Company Designer Job Number : Joe P. Hill, P.E. : RHM : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelope Me>mht*r Section Forces (Continued} Member Sec Axialfkl LC vShearpd LC zShearfkl LC TorqueFk-ftl LC v-v Momentfk-ftl LC z-zMoment[.LC_ A.m 902,,. J 1 .£02 0«p?£"_Lvtmix01 * ,002 jfflfl.JU -.002 -.002 -004 mix .002 stnta ...fts- M327 J3QL. JSL Jit*' J9QL, Jli '.0,-; .273 .007 -.005.J_ JJ 3 JJ JL A_ 1 JL J_...1 3 JL X...4 j JL JL JUJ_j Jk. Ju SPJl -.002 .007 .3:,,a.... .273 -.004 JBQL.JL.M328 max .134 .02 « '^'^6^ 3073 max .134 .001 .02Jffil .134 .02 -.001 -,001,,02.,' . .jfr. *il -.004 0'it. -.094 ^JL M.?30 .097,.005 SIP JQ02 JP_•^"•a-wj viypu™.!S;^^e.-X)04 1 ....ft... .097 .002 -.004 max .097 -.004 .002 .095,i ;-; vo. .136 .002 ,,-^04...._ JL.max .1: rtiin 3197 max .136 -.002 JEL.Jhi nax .136 -.004. ill 3111 M332 max .037 .002 !>£ ,037 .f-0flg ^;' 1*7 v*--9Q4. ^JL JL JP37,^QQ2 i±_<Hfl'.<y 3117 max .037 -.002 0 max 312l M333 0 1 .002 0 max .075 .005 ISJ^y," 1 0 1 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 150 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: Envelooe Metnher Section Forces f Continued]d m .AxialM LC v ShearFklfesaPH™.L£ zShearrk] LC TorauefkJi JryMo.rpntfeftl,. *^" t-'as****. W &!S> f \. i.. LC z-zMornentr.»;;>-<;«, '",*"' * 3123,ms*M75 ±0 1 0 312* jma>J75 IT;-.005 JL 'MSL i-- 3127 max .P75 -.002 -.004iHiri_21 -.002 3129 max .075 -.994 z3J^^^3131 M334 max -.029 A SP5113Zmin 3133 max.-.029 .002 JQ2 -.004 MM _QLL 3135 ma*-.029 .00 5E -tops. H»l 3137 max .^02 -.992 .£02 -.004 JE 3139 max -.029 -.004 .002¥'©T. 3U1 M335,ipaj -.011 dfc3142<r 3143 max -.011 ^ -.004SM^SI .min 3146 max -0 m -^P0§.31 3147 max -.002 -.004 3149 max -.OQ4Mini-33QS 151 M336 max .013 i3153max.013 .001 i3184 3155 max .Q13 0 -.OQ1 3156 ..... el, 3157 max .01 -.091 3159 max .013 -.002 M337 max .177 .095 3163 max .175 -.005fife. •', 3165 max .174 -.006 ' G-1"- - 61---.acr 3167 max .172 -.002 -.005 3169 .171 -.004 8.1 3171 M338 max .05 .005 3173 max .054 -.005 317*min -.005 3175 max .055 3177 .05 -.002 -.005 3179 max -.004 miiL 3183,J3^max J2 .005^ .118 -.QQ5 3185 Q 1:.^^PS.-ji'gM liiki RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 151 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT fe SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Me*mht*r Section Forces Continued}(C Member i Sec AxialFk] 1C vShear[k].C zShear[k] LC Torque[k-ft]LC y-y Moment[k-ft] LC z-z Momentf.,LS. JL191 M340 JPP .047 JL o 1 0 ''• Q-A Ja ma*._VJL3195J05 ..*-•*..•*&max -.002 -.005mia^JLmax.053 -.004is* M341 .124 .005 sJL .122 .002 -.005 2^ max JZt 32Q7 max .119 -.002 -.005 -.002 JLmax418-.004 0. mte 3211 M342 max .046 .005 JLmaxJ248.002 * V if '.0. J.JL.-.005. JLL JLJ1 3221 . M343 _max .167 ^005 mm. 0 3^3 THE!i*• JOQ4V'max J166 ;j.kQ......"...S,_JL .1^ .p.23: 0 x .;,w-*4~-i";—...?.:': JQjj?...' ...*...v:' ft" 3235 Tiax J86,.008•fr.... max .184 -.002 .008 -.005 max .183 -.00 .008Jt_i. 3241 M345 max .157 .005 0- aM...... max .158 .002.^•Qt3245max.16 -.OG-, ."o /' 3247 max .161 -.002 -.005 max .163 ..M34.6...max 434 ^9JJrtiirtmax max L: ...015 mix .13 .015 0W" ?''& 5 max .128 5 -.004 1 .015 0 0 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 152 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Eni/p/r>np Memht*r Section fCZnntinuGtl} Member Sec LC 3§te.LCz ..X^.Mpmfjntfk-ftl.LC,,z:z. Mpmentf... LC ^26J1 •MLmiM3471max425 2!1t a 3263 max 426 •002 ..--Q05 flfc HE jfcl 3265 max .128 Mi -*ML.~,m oi 3267 max 429 -.002 -.005 fflitt 3269 max 421 -.004am •aotti 3271 M348 max .138 .005 .016 2212 jnta JQ2t-:21:TSIT J3L£ 3273 max J36,.Q02 .016 -.005 3334 ot: 3275 max M _-Q06jt:JL_Q" 'i 3277 max .133 -.002 .016 -.005327$.QMr Q ;; - max 432,-.004 JttftML Z±zs 3281 M349 max JJ5 ^Q5 32§3 max JH HfflL -.005 .002 max .118,,,i -.006min 3287 .42 ,-.OQ2 ..-JOS -JfiiftS. 3281 21 3291 M350 max .005 jatMaaj 3293 max J74 .002 JiL 4 ,.::OQ5 ft" 3295 max 4?2 3297 max JM,-.005 3291 T-1 max -,004 irJ330a--&» J301 M351 max ^7,.005 o T3303max^Q7_.002 -.004 nm33Q5.max ,-.005 ^2Q6._Jt 3307 max .07 -.002 -.004 3308 Ei: < /a... 3309 max .07 -.004 3310 >.*.. 33J1 M352 max JQ7,JQ05,ML iiasjiMhi 3313 max -=07 as2 JPX -.004. Jt JLii 3315 max .07 .001 -.005 1-mi max .07 -.002 .001 -.004 331£max .0 .-004 .001 "1- 3J21 M3S3 jy max •05 io 1 -.002 »«F^ RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 153 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Memher Section Forces (Continued) Member _ Sec Axialfk] LC v Shearfk]LC z Shearfk] LC Torque[k-ft1 LC y-y Moment[k-ft]LC z-z Momentf... LC .5, max ,p5.-.004 3 JL J_0 &.0 1 0 ±ll JL .049 J)Q5 0 .001 3333 max ^049 .09?J001 _-£C ffrat 3335 max .049 JL^ ML -.005.. JLL Jti1337maxJ49.-.002 ,001 ...-.004 3335 J49.-.004 ML M35J.max ,055 .005 iAMJJ23_-.QM JL 3343,max .055 3345.max .055 -.095~m3347max.055 -.002 J: -.004 .^.955 -.004i it JL3351,.995,-QQL .'•''"* < 0- J2Q2,^001 _^Q04 '•JOBS" m§x jm,ML,,-m,.frtifi '1!Ml.JQS9JL ^004 JL 3359 max .011 -.004 .001 ,.M357,max.JJ9 JJ05 49Z..-,QQ4 ^ft^. 3365 max .119 fift ilL3367w.11 -.004aagft'if^-.. max .119 -.Q4 ±z0s,JL: M358 max m..002 JJ i 3373 max .06 .001 .(Ml 3375 max -joe 1377 max JJfi.-.001 3378 -/» -f -?ete.-2" max ^002. 2L _M3£§9 max.,224,JQ05min ft- sm .224 jpm.,-,004. 3J85 S ^21,.-..095 Jb; ^24,..aOflft .224, t-Jfj&sF' ..... 3391 M360 max .Q82 .OQ5 .Q82,JQ02.i!.-.OQ4•- »^tfiaE:'^ 2395 JPJ2.-.005. 3397 max .082 -.002 0 1 0 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 154 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelooe Member Section Forces ^Continued)& Member Sec .AxiajrkjL ^YShearfkl LCz LC ..Jpraue^-ft],.LG,y-y Moment[k-ft1t LC z-z Momentf... LC**f* * *fi$£ *? ^^ ,•; f^nnjK «*'^3mi 3399 S max .082mm.mia A.• a 3401 M361 max .084 .005 34QZ sz 34Q3 niax .084 ^02_-.004 MA.irtn JM2L -.004 3405 max -.005 JLL JL ^2 3407 max .084 -.QQ2 03E -.004 MI&mia -JQIM 3409 max .084 -.QQ4mk-&&1_: iL Mil max ,033 -.063 3413 max -=033 JQPZ,-.004, MM 3415 max .033 ±-.005 _JL A. 3417Si max .033Ada 3419 max jaa -.004 3421 M363 max ^PJ5_.005 dfc3422low .....ft!;..' M23,max .035 .002 , -.004, min wafts'>'{&>>* 3425 mix .035. *T -,.005 1"JM max JPJ -.004 4 t'<&, ' 343J.M364 .max -.021"*-M 3431 max ^021 ,002 3435 mgx -.021 ,.-.005,MJ:' 3437 max -.021 -.Q02fflite 3439 max _-02 -.004HM 2tL. 3441 M365 max -.019 .005 3442T infa JJQA, -.019 -.Q04 ffllE JLi.,-jdSiii 3445 max -.019 -.005 3446 min "g^ 3447 max -.019 -.002 -.004-.ens 3449 max -.019 -.004min JL M366 max J02,^02 max .001 TQQ2 M max .002 -.001 6 3457 max.-.001 ^02. M 3461 max .067 .005 3462 m -0"* -Z^max *^ ? ' : *S*! max -067..-.005:EI t-1 ^a RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 155 Company Designer Job Number : Joe P. Hill, P.E. : RHM : T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: £• nvelne*Sectinn Con tin i/prf)Ml Member Sec AxialFkl LC y Shear[k]LC zShearfkl LC Torque[k-ft]L£y-y Moment[k-ft]LC z-z Moment[. 3M max .067 -.992 3 9 JL 0 0 i,-004•tat jre JL iusamax.067 -.004 M368 max .058 .905 .004 3473 max .058 .002 -.904 fflff DM 347 max .058 ,,-?PP§., Jfc.JL1MLmax.058 -.002 -.0043~mmax-.004 JU!iSSii JL. Ml M369 max .068 •OQ5 ^1. ^§§XQiX J068_.002 -.004 JM-.:.. 0 *JL£ max .068 -.00525EJLLL jmax .068 -.002 4r ^m--Q04 .068 -.094 1 ' .058 .005 0 ,^0^ -'dr. ^004 3497 >,:<;• -.004 1V S :.Q04 .02 ^Tfff7 max •Q2 .OQ2 4r -.004 JEl max •02 ±^ras:Smax-.092.SB jmgx JJ2.-.004 3511 M372 n^x -4U .005 JDJQ Jttl.lUL max .011 JQP2_^004 Bio..002 _0^ 3£1£max ,411.-.005. 101 max ML -.004iniriJLJLL-.004 S§^max JUL -.004 min .005 &.Mag...max jm~.905 3523 5524 .,8fef^.j max ,004 .014 .002 Qg'i -.004 mi J3S2 .014 -.005 JL max JUi.-.002 -.004 JJL JUaj J014 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 156 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: f"fn/c/ooe Sectinn IIP I to. SecV°5't.>A £""r^"^ *if# 'BJggSrf-. » '/•„if !>a mm I/.*.*., LC Torauerk-ffl LC r4*"t t& s f^"fti j*A y-v Momentfk-ftl— l^^-^jT-Ky------LC z-z Mornentr.- • ' '*LC E-L*-3537 -.001 .003 2L •'- "0- 3539 max QPi .003 3541 ..M375.max ,242,.005 .008 -.08ft JL JL.241 .008 -.005 JL .239 ,008 -.006 JJL JL 3§47 ,238 -.002 .008 -.005 a -JL JL * •"- frt JL max ,236 -.004 .008 3551 M376 .344 -.OPS' .005 JL.max .345 -.005 JLL 347 _ft -.006 Jll 35J7 ..:...& -.002 0 -.00533:3559 -as.-.004 0"' JP4J. .002 -.005 JL3565max.013 -.006 iU 'ig-"1::-!"3§§7 max .263 -.002 JH3 -.005 -.004 3§7i 111 .002 -.005•3F3J 3§75_max i -.006 ,1*:JH v-1^£L .-.005 ±.307 -.004 3§8J.M379 .254..013A:Jlii-.253 .002. 3§85_max .013,-.0065- •>»• a*-IS 3587 .25 -.002 .013 -:Q05 -.004iaiai 3§91 _M3«).331 .005 max .332 J302 -.005inflfei .334 ^-.006 rnax J35 -,00.2 -.005ITT max .337 -.00 _3_»~T I,5? .005 .12 ..002 ..011.-.005 ^'PiPP'JgfStfP^ RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 157 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT ;."!' ' :':i SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Mftmher Sectinn Forces Continued(C Member Sec Axiairkl LC v Shear[k] LC z ShearFkl LC Toraue[k-ft1 LC v-v Momentrk-ft] LC z-z MomentF... LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 158 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: II* Member St*rtinn Forrpc ..Member, „ Sec Ms LC vShearJ LC zShearTkl•tJf'ii ^MKS/S.C „ TgrguelK-ffl LC fezJ J...LC 3675,.3,1 J2L -.006,,».-... r3677max-.Q02 JU..36m MIL m:-:oof 1:o-:.. max 4J6_-.004 .01 ffltt , **0@$,, '3681 M389 max 4fl2 .005 •tttt;3683 HM. 3685 -.006 JL3687ML.-.002 3689 ,096 j-,004 3691 max ^Q05 .007 J2P7 0 -jr.max ,201 .007,,-,006 inte .203 -^002 . rP07.-.005,•7= J..6.I.....y ..SOS 369 ^204 -.004 .007__,£2 J^L 3E 3701 M391.45JL .005 ^Uy ....'.jtt... 3ZP3 ffll .002 0 -.005 3705 .151 -.006,M max *a- 3709 -.004 Ufcr- 3744 M39^2 J72 .005 ,009-™™dt 37J3 -4022714 -.006 3717 max J17 -.002 T .178 .009 372J,M393 ffiax .166 .005 0 3122 Mia JL 3723 465,0 -.005. 3:JL.3Z25 ^z ISEI 3727 max -.002 .-.005 .16 -.00 3731 M394 max .005 .008 37J Jlil Jii .002 -.005 39 -.006SL max .141 -.002 .008 -.005^ -.00 ,008 JL2 ±L RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 159 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Member Sen Axial[k]v Shear[k]zShear[k]LC Torque[k-ft]LC y-y Moment[k-ft] LC z-z Momentf. ._,,ML .002 0 iJDJSL ....*....&•...?'.....dj max:s -J02 J•**, 1 J J „!.. „§ 7,-JOQ2 -.005 37J9 ^004 z-.0063751M396,,,.048 J)Q5Ji04 ....01.-.62: .046 ±.007 rim .045 _§,Z 6,3757 ma .043 -.002 .007 J007 J33itt JLl 3761 397 .158 .005 JL6_.002 -5,.4 4&L ...Qj- max -.002 flJSS,-..Q04... JL .086 JL ma ^084 ^009 -.005^__.^___ Jfltt =t -,006.,JLJL JL5777-.QQ2 •''""if"IfrA. 34 005 3. 3785 -.006 6 ^JL JL1 3787 ttl.-.009 -.005^feSMLi JL .14 -.004 JL JtL 37912192:.098 .005 JL1 ,..097,.002 .,00ft.-.005 JMl ....64? .095,. :.OP9.,. JL. 3797 .094 -.002 .009 -.005 6 JL1 ....ft- 3799 max .092 -.004 0 -JEW- ,123 3803 max .002 -.QQ5Mo.JL 4 ^ ,-.006 ill JL.Jfc J27,-.002 im.JL. 3809 ma .129 38±L M402 1 max .058 3Q5_JL .005 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 160 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelons Memht*r fCnntinn&ti) Sec y Shearfkl LC , z Shearfk]. LC Torquerk-ffl LC frzMon 2.^1 mm, l &'-""#!'"$••jy ^iA.j_A.JLJ_ JLJr. 3, J02,in?o .005 - iff -' M....:..•T: 38t5 max t-J05.-.006, JL: 38JX max JQ54 -.002 J3P5,..-005 .052 -.004 3§21 M403 max ,047 3823 JL JLL. max .047 .002 Jk.max JHL.-Q03-.oer ji? -003 1 -.004 3829''3830 max .047 -.004 -Q03 si& M404 max .005 zfc 3833 max .047 .002 .-,004 ...0641.. 3835 .047 -.005 min 0 >"'* ...-,002 33 ....-opj.... 3839 max .047 -.004 • 3841 281 M405 max .01 32 JL: .005 irnirt jy 3843 JttL -:PP4,, 3 max .01 0 -.005____ Tg] .01 -.002 0 -,OQ4 JLol r max .01 -.005...!...&.... JZL ife .-.-PP4m max .01 -.004 max .055 J3P5 JL. JQ55 ^002 sr ^004 3865 MS..-.005SK1' •'•'ill max .055 . :,PP2 t --004iijL.a.JBIiL ? •" '"~^^"". , ...8 -4...kQB4L H max .055 -.004min ... _.,.„..J_ M408.-.00 .005aMl: max -.00 -.004 max -.005 ^Mi -.005mJi Ml10-.004 3 o JL yW S». j'-l RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 161 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT •*-<p SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: EVu/e/ope Mt*mhe*r Section Fames (Continued} Member Sec Axial[k] LC v Shearfk] LC z Shearfk] 1C Torque[k-ft] LC y-v Moment[k-ft] LC z-z Momentf LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 162 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: _£nve/ooe Member St*rtinn C v Shearfkl LC z Shearfkl LC Torau RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 163 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb 23, 2010 2:24 PM Checked By:_ Memher Setntinn Forces /Continued} Member i Sec Axialfkl y Shear[k] LC z Shear[k] LC Torquefk-ffl JL£y-v Moment[k-ftl LC z-zMoment[.. -.004 3 ± .,M423 J)Q{ i- ^ '>&'JL -.019.,502 -.004 -3,_u%«/?Jlftl max ;,005.mlrt.....Or.. max -.019 '4.104!,....ft.....ft's..JL. -.019. f .-ft.-; -.019 J3Q5T?F max.-.019 J302 -.004 max -.002 JJL -.004 max .01 J05 max .01 .002 Hall, ,.-.OQ5.,W,*,s£iHim;, 049 -.004 JL 3 •m.iC JLE 063 max .392 .002 -.004 -.QQ5jai...JOBBr... -.004 JL 0 JL M428 max .022 .005 .001 JL.JL max .022 .001 -,QQ4 3-' .022 .001 -.005 JL, ..Q22 "L!id: .022 .005 J02 -.004SA^j?j 3 .061 si11 087 max .061 0 1 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 164 Company Designer Job Number Joe p. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelooe Member S&rtinn Fnrrt*<z {Continued) 3 max 046 6L^ «^U;itf^^k."^."M»^'i^"^ '*t^n RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 165 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Fni/e/npe Member Section Forces (Continued) Member Sec Axial[k] LC v Shearfk] LC z ShearFkl i LC i TorqueFk-ft] i LC i v-v Momentrk-ftl i LC z-z Momentf... LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 166 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ m im -Envelooe Member St*titinn Fnrrt** (ftnntinn&d) :1 LC zShearfkl LC Jgrai ,y:.y ift z-z Momentf... LC max .359 4231 M444 max .005 4233 max -.0054234.-.008 max .547 TBff-.-.00.6Itl 4237 max .549 -.002 -JD05 4239.max .55 fit ^JL '"• 0 V 4241 M445 J357.,005 4243 max .355 .002 .00 -.005 4244.JL max -.006 42M isaia 4247 ,351 M446 max .498 .005 z4253,r-;P05,,. S,J3Q2 • 4255 .501 -.006 -.002 - -.004 426J fRT-, 4263 max ___ .334™BBS 4267 .008 -.005 4269 ma>-.004 JU_4271 M448., 4273 max 442 -.0,05, -544 "8'-'•II L4277.545 -.002 -.005 1 max RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 167 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT '*)!(, i)f! SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Fni/e/one Mem her Secf/nn Forces (Continued} Member i Sec Axialfk] LC y Shearfk] LC z Shearfk] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Momentf.. LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 168 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Sec LC Torauerk-ffl LC v-vMomentrk-ftl LC z-zMomentf... LC 4429 5 max . 149 14431 I M464 I 1 Imaxl 7o35 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 169 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT : fi SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: Envelope Mf*mht*r Section Farces /Continued} Member Sec Axialfk] LC y Shear[k] LC z Shearfkl LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[.. RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 170 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked Bv: tm Envelope Me*mhf*r Sertinn Forces (Continued) LQ Y-y Mpment[k-ftV . LC z-z Momentf... LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 171 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Member Section Forces (Continued} Member , Sec Axialfkl LC v Shear[kl LC z ShearFkl LC Torauefk-ftl LC v-v Momentrk-ftl LC z-z MomentF. LC RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 172 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By: _Envelooe Member S&ntinn Fnropt LC yShearTkl LC z• SJiearfkTLC Tora^-ftl LC«,if » t&aKt-TtK 'KKttSSSt •3'SSX ?'IE VSSeiSSFT " JB»z-z Mqmentf... LC 4841 M485 ffSfx 4 •rm£$L JBL 4643 max .054 .002 r.00.1, MTL 4645 max .054 -.005 JL -.002 -.004 -.60* -.004 J8, max .102 .005 465J.402- JLL. .002 -.004 4554.sm.iE24655.102 -.005 /..fly4657max.102 -.002 -.004 .102 4r- 46J1 max ,0054662.max.^002,-^ga;! 4665 4g67 -.002 _ ,o r.;J/ ^f4-4 -.004 0„ flffi 263 ,005 0 .002 ^,1 -«aysal • ~! 4677 --QQ5,I .-^a -.004»'iigg-a 4681 .M489 max r^SP4 0 i .002 .018 -.005 -223 .018 4687 max .221 -.002 .018 -.005 max ^18 _ JLJ JL M49Q max Jti -.005 max 4697 -.002 -.005 -.004 M491 _.IBii 18 A--.005^^•;-sfei,4705 Jo -.005 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 173 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT ; -,5- SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked Bv: Fni/e/one Mttmhor Serf/on fCnntinut*fl} Member Sec Axialfkl LC yShearlkl LC zShearfkl LC Torauerk-ftl LC v-vMomentrk-ftl LC z-zMomentr... LC -.004 m6 0 1 £2.1 1 max 11 •..1.jfl>.-.it. max .22 J3Q2 ^005 " 'Q :..^SOJ .•...&.» .223 -.Q95. JL. ,,.225,.-.004 ±..a:.- .011 -,QQ? max ,223.,-.006 max ,221 -.002 .011 -^005 .22 -.004 .011 ,-T - i .002 .008 .0. :rff's ill -.002 .008 -.004JLmax.05 -.004 7* mia ,.,._ J302..001 .** 131 T_r -.002 ife 4749 S2.ma .019 -.004 /.-">.... Jk..1^'..it. M496 .005 JL 5T.f -,004, jfe II iax .023 -.005 Jbi.j.II, max .023 -.002 -.004 max .023 JL fc:'- "'0 .032."US? .032 -.005 max .032 -.004 -.004 max .007 -.tifev ^fr^iifefe 4777 max .007 -.002 -.004 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 174 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Member Sec Axialfkl LC vShearfkl LC zShearfkl LC Torauerk-ftl LC v-vMomentfk-ftl LC z-z MomentL. LC UK- ^m.mi 478J M499,.07 m 905.it 2EI 478 max .07 .002 -.004 .07 . -,Q.Q5 , •I'-'! J3Z--.002 -.004 Illl 4789 47JI max .07 -.004 ill 4791 M500 .005 lisi 4793 max .002 ,-.004,. 4795 max it: 4Z9J ,-.004. m^-MSM 4801 M501 .068 .002 0 .068 J301 4805 ifa-.f-,. 4809 max -.002 J. m.'"'$$&''-'"%.002 0 48J ^••'»^'tk ,.026 483 4815 3 .026 481 5 -,002 yAKV'jjteS'j i .036 .005 .036 .01 -.005 JLt £_£ 4827 ma .03 0 .01 ill 4829. 4843 4845 2 ^I 3 max .013 7 002 lax I 013 I 7 I 0 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 175 i* Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Me*mhe*r Section Forces Cnntinued](C Member Sec Axialfk] LC v Shear[k] LC z Shear[k] LC Torque[k-ftl LC v-v Moment[k-ft] LC z-z Momentr. LC -.002 3 1 JL Pi 3 4'- (8.JL-i- 'JK_ 4851 M506 JSL .005 JLkmax.031 -,004,,tnin fl.....:.11 r, 0 1'' -.002 -.004 .031 -.004miiL 507 .Q21 .005•gap.11 4863 .021 .002 -.004 '- 'flfrmax.021 ° -.005 ill JL iff.t*.i.'» 1'- ifcfe-:?-.004 max .063 g 0-":"'-:i.0^'.; 4877 .063 6 -.002 0 -.004 JL1L4879.063 -.004 .iftj .005 a," -.004 3 .<-,.. flr ?.:.':;£1 .026 o.-.005 -.002 15 max 4891 .005 -.095. -.fl. V:JL.Ji ua>v ±SL -.006 4897 max .195 -.002 -.005 Mi.0,,*>i L. max .193 -.004 :.fl.i:i. Tffe ••fl a;Jb: .005 0 .002 -.005 Jft-l ...mte... ,093 max.^U™ "'"^-.01 -097 •i 1 max 14S 1 ••sJ^Ui-- «^>y -ife^" ' Tl I"'" -!006 ' 13145_5 0 0 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 176 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope Memher Section Forces {Continued]m Fnve/one Joint Reactions Joint LC Y[k]LC LC _ MX[k-ft] LC j MY[k-ft1 LC MZ fk-ftl , LC N1 .102 .014 0 1 ML,; jf...'.; ..JB. Ji.fi 'Ljt:..ii max 1.064 .118 N7 max 0 .63 N12 .173 ill 11 N14 .051 .013 1 0 13 6 I 1.523 4 I .114 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 177 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By: Joint (Continued} Joint LC_LC LC 431JB2S i sr ,^a....... N69 .007 27 maxrf£.*_T 1.184 •Jl*'JLja..001 1:709 !SZN7i1.907 J28 0*-i max 1*3 N103 max .007 .321 .015...*MS *LJL. .91 JJttm OK*, '^y,. N197 1.456 .134 -.001i u ' sJv-'iti 428 .512 .045 JfiZ. JQZ.,441 ...1.1 .009 1.234 .M:,::. N141 max 1.741 0 •JL. N184 max 44, >S.^ 4^205 .007 JL 77 .001 1.758 136 79 N211 max N216 83 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 178 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Envelooe Jnint Joint X [k] i LC Y[k]LC_LC , MX fk-ftl LC_MY [k-ft]LC_MZ Fk-ftl LC_ 243 .001 1.441 0 ''4-M., N245 _„_,,IE .93.N250,..max .514 .058 J8S.N252.,max .015 JLL .N273,.386 max .008 .,966joe ,11 JLQ1 N277;.001 1.631 .13 N279 max -.Qp2 1.579._JL 1Q5.N284...m§x *489_JQ63,JM. JflZ.JM286 max .223 .015ISLJE. JOS,.102W"ja\i!'V N309 J05 -.002 0.%"'-' 113 .025 0 —V'V.IA....JL ™^JiL J1Z, max .051 0 gltfc.:^IE ML Envelope AISC ASP Steel Coda Checks Member Shape Code Check LocFftl LC Shea...Locr..DirLCFarksi1Ftrksi1Fbv-...Fbz-... Cb C... C... ASP .. 39.9 43.89 143.89 1 .6 .85 H1-2 li in RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 179 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Fni/o/npe AISC ASP Steel Code Checks (Continued} Member Shape Code Check Loerftl LC Shea...LocLDirLCFa FksilFt Fksil Fb v-... Fb z-... Cb C... C... ASP ... 7 17.636 39.9 43..89 5122893I 399 143 89 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CAtecaffold.RSD]Page 180 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope AISC ASP Steel Code Checks (Continued) ocr..DirLCFarksi1Ftrksi1Fbv-^^*i-;SiiiilSS:>eM8!SMl-O 'Bdg£jpiiBp»ft^i^*iVfpy^3gs«8 417]I 7133.81 I 39.9 Q I M 1 61 H1-3 1.208 2 .002 0 43.8943,89 1 3Q 9 43 flS id.S 89 39.9 43.89 43. 399 4389 43 39.9 143.89 43.894 | .001 I 0 I I 1 I22.893I aPliipf^Cfel^l-jfcilfelll^ M129 2"ODx 037 0 4 17 K9 IQ Q I A3 no 143.89 uv^^ 43.89 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 181 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ AISC ASP Steel Code Chocks (Continued] Member Shape Code Check Loclft] LC Shea.. LocLpirLCFa [ksilFt [ksil Fb v-... Fb z-... Cb C...C...ASD. 0 7 59 RQ3 30 Q 43 RQ 43 RQ i 0111 I22.S93I 39.9 143.89 143.8 n 1 22 893 39 9 43 89 43 8911*Fg*• **y.vfi T^** *:.? LjjsSr~vH ,1 <ry' yV? 5.98 7 17.636 39.9 43.89 43.89 717 636 39 9 43 89 43 89 4175? 3CI Q 44 RQ 43 RQ 1 28 533 30 33 ;9 43,89 43,8 ona i 4 i nnfi i.5 I 1 .001 .7I33J1 39-9 o " 0 I I 7 [ 33.81 39.9 143.89 43.89 I J213T 30 I 33 T 33 0 I I 4 1176361 399 143 89 143 89 IipfI otea 15.98 I I 4 117.6351 39.9 143.89 143.89 I 1 IB jri'Ti^ ilem I .618 i 5 1 H1-3 1 TTTiE-T i 1.t. I 1 I HM 111 H2-1 2.5 1 .001 B 6211 I 4 117 52 I 39 9 143 89 143.89 IM>a**j^awh(»Sl!w"4l«Qa»^^BiKt>..S^Kgi l.»8^a!Hifc»S.a«H 0 I I 7 I99 RQ4l 3Q Q I 43 RQ I 43 RQ I 7 22.893 39.9 43.89 43.8 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 182 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Envelope AISC! ASD Steel Code Checks (Continued]mMember Shape 223 M239 l2"ODx Locfftl LC Shea...Locr..DirLCFa FksilFt fksil Fb v-...Fbz-... Cb C...C... ASD. 2.99 4 .004 15.981 17117.6361 39.9 143.89143.891 1 I .6 1 H2-1 273 M293 20 275 I M295 12 QDx 7 QQ8 Q 14 22,893 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 183 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ AISC ASP Steel Code* Checks (Continued] Member Shane Code Check LocFftl LC Shea...Locr..DirLCFa FksilFt fksil Fb v-...Fbz-... Cb C... C... ASP ... 4 22.893 39.9 43.89 43.89 893 39 9 43 89 43 89 22 893 39 9 43.89 43 89 2.893 39.9 43.89 43. 893 39 9 43 89 43 89 3.9JL 43.89 43,8 39 9 43 89 43.89 1 17.635 39.9 43.89 43.89 I 1 117 635I 39.9 143.89 43.89 17^639 39n^89 43. 4 17635 399 4389 3052 7 013 598 4 17635 39.9 43.89 22 893 39 9 43 89 22 893 39 9 43 22.893 39.9 43.89 893 39JM 43-89 39^9 43.89 i^g:^ i.-:'2a»:- 359 M379 2"ODx.. 7 J 007 J 0__ ,_ |4|22.893|,39.9 l43-?.9i43-j|9.1 7 rooTT 0 I" I 412289^39914389 [43 891 I..6 I 1 I m-3 T 6 i i i Hi-3 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 184 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23,2010 2:24 PM Checked By:_ Envelope AISC ASD Steel Code Checks (Continued) ASP ... 417 R35 39 9 43 89 43 89 OK R .004 0 422.893 39.9 43.89 '43.89 2.5 I 7 I .001 I 0 I 11 122^8931 39^9 743.89143.891 dti&i&% 2.5 | 1 | 001 61 H2-1 3 399 4389 143 89 1 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 185 Company Designer Job Number Joe P. Hill, P.E. RHM T&B EQUIPMENT SCAFFOLD SUPPORT BOARD Feb23, 2010 2:24 PM Checked By:_ Eni/e/npe AISC ASP Steel Code Checks (Continued) Member Shape Code Check Cb C...C...ASD.Loc[ft] LC Shea.. Loc[..DirLCFa [ksilFt [ksil Fb v-...Fbz- 17.635 39.9 43.89 43.89 M457 2" QDx,. 17 635 39 9 43 89 43.89 491 RISA-3D Version 8.0.0 [C:\Projects\10035 KIA Classic - Carlsbad, CA\scaffold.R3D]Page 186 MIC.CALCULATIONS / ,r of JOB:DATE: BY:CHD: JOE P. HILL, RE. CONSULTING STRUCTURAL ENGINEERING SHEET OF. ASSIST7'".! W "aircraft cable" -liwic terrr? for HIGH , no, ij ,J ^ ( > rs usin this cable i (aircraft) controls ! !S"S of ' -military specifi- j" d Blatter of con- ' pecifications tend )ugh the years. The v*~S3420} entails ad- t-ifements resulting w§ feel these I.E UNNECESSARY i'""";er than aircraft c '~, this bulletin to . a handy reference EXTRA 7x19 (Extra Flexible) MACWHYTE AIRCRAFT CABLE has seven strands of 19 wires eacn, ii is stronger than the 7x7 construction, not as strong as tne 1x19 construction out is trie- most flexible. Made from either Galvanized Carbon Stee! or Stainless Steel-aircraft quality grade Because of its fine wires, the best service ^ obtained with 7x19 where abrasion is not toe- severe, i hese same fine wires, however. maKe it the most flexible to meet severe bending. inches i ^ Saivsnizsd I Steel smalt cords record- r^ABLEFORNON- of either Gai- Stainless Steei roner for a Mst- - J' -Coras, we mvite h,.r possible appii- ts oe such E FLEX- QUAL- we would "rice and delivery H j 2.UOO j i,76u i C^fff" 42u€ ! 37^0 %•, i 5.g(K3 ! 5.0CC !'i | 7,OPO i 6,400 ' % \ 2,000 | 7,800 U.^ i 1 ^* ftAfi ivnj • 4-ii.j^uu S . 14,400 i L;I,-.-.' *% : 17,600 :' ]i~W v: i 22,800 i 2" 800 % 1 28,500 i *-8 35,000 ; 3i*;, % 66,500 i 66,500 : 1 85,400 : a5,4UU \Yt 106,400 ! 106,400 ' VA 129,400 i 129,400 | m "~153(600 i 153,600 j iyy 180300 j 180,500 j 2.yo 4,50 6-^^ 11.00 ~ .i ,^; ! i 1 ] *i3,uw ia?.Uu 240,00 290.00 330,00 <i4iU,UU CDm CO oO "Sizes >;'." and sa furoishecJ in 6x19 iWHC coostrt-ictson m Capacity of Scaffold Joint Rev. Horizontel 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 Ibs.) Diagonal Load (tensibie force) Breaking Load: max Nv = + 40.2 kN f-r 9,037 Ibs.) Working Load Nv = + 10.1 kN f-s- 2,270 ibs.) The maximal forces of pressure are listed in Table 1. Table 1: Diagonal Load (forces of pressure) Height (m) 2.00 2.00 2.00 2.00 2,00 2.00 Length (m) 0.74 (2.46 ft.) 1.0613.48 ft.) 1.50 (4.9 ft.) 2.00 (6.5 n.) 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 (739 Ibs.) Rated For Scaffold Use Technical Manual Section B Page 2 of 10 m m Contur Modular Scaffold Component Allowable Loads ^ ^JpBpCT 23 mr- 01 : SO P. r n a B a = c Vi O 1 1 4*S A-B Tribunes Boslaan 2uid 13 NL-56S1 BL Best STRESS ANALYSIS Beam 17 — 20; plate 65/5 grade 43 Myy = 0.34 kNm Mzz = 0 kNm N -0 kN sigma = 340000/ 2820 = 120.6 N/mm2 <250N7mir/2 Beam 1-16: RHS 25/25/3 Myy = 0 kNin Mzz = 0.34 kNm N= 1.6 k.N sisma =• 340000/ 1740 4- 1600/264 = 201 kN / mm2 <250M/nm: «_v Beam 24 -26 : L 40/40/4 grade 43 Myy = 0.3 6 kNm Mzz = 0 Knm N = 0 kNm sigma - 360000/ 1 560 = 230 kN/mm2 <250N/mm2 Beam 21 -23 : RMS 25/25/2 grade 43 Myy = 0,1 IkNm a = 1 ] 0000/3180 = 93.2 kN/ mm2 <250N/mmz 32 mrr. Di 21:50 fir-no nil A-B Tribunes Bcslaan Zuid 13 NL-5631 BL Best SUPPORT FRAME Loads: Loadcasc: J: Dead, load In Z direction x ] .05 Loadcase 2: People are .sitting Reactions in Z and Y directions of seatframe in laadcombmaiion 1 in node 9 Z = 0.51 kN Y - 1.21 kN in node 12 Z - 0.51 kN Y = 1.2 1 kN in node 10 and 11 Z - 1.01 kN in node ) and 4 Y = 0.83 kN" in node 2 and 3 Y = 0.38 kN Loadcase 3: People are .standing live load 5 kN/m2 dead load O.I kN/m* width of row 0.75m in beam 1 -6 q = 1.956 kNVm Loadcase 4: people arc standing in row above in beam 4 — 6 •= 1.956 kN/m 'Capacity of Systems Vertical Standards Rev. UNBRACED j POST LENGTH CCWFRESSP/E LOAD T R 1 I I CGMPRESSiVH LOAD Unbracad Standard Length Metric (m) 2.0m 1.5m 1.0m 0.5m Imperial (in.) 78-3/4" 5S" 3S-3/S" 19-11/16" Maximum Allowable Compressive Load Metric (kN) I8kn 20kn 25.5kn 33kn Imperial (Ibs.) 4,000 Ibs. 4,500 Ibs. . 5,750 Ibs. " 7,500 Ibs. Technical Manual Section B Page E of ".O Hated For Scaffold Use Contur IVl^dular Scaffold Component Allowable Loads <t Cental 't' Capacity of Systems Horizontals L^i____ VHR-CAL POST SPACING _ I N I J " Load x\ ^ \y \y -^ \i -ty } v V 4* 4" Minimum Lading AJ 6fi VERTICAL POST SPACING 'M I U I Uniform Load Part Number | 0253-02-2024 0253-02-2036 0253-02-2042 0253-02-2048 0253-02-2060 0253-02-2084 Vertical Post Spacing ! 2s i 3' 3' 6" 4' t 5' 7' n:' I cX-': :-' IT;.J r M"1 1 ,, i i r^~\ \ f cz^:!::::, ' ^Ju •,. Allowable Center Load Allowable Uniform Load i 1,069 Ibs. I 71 3 Ibs. 595 Ibs. | 534 Ibs. 438 Ibs. | 315 Ibs. Lenoth of 2' 5 3' 2 3!6" 1 41 1 1 5' 7' 1,069 Ibs. /ft. j 475 Ibs. /ft. j 349 Ibs. /n. 267 Ibs. / ft. 175 Ibs. /I 90 Ibs. /ft. Maximum Allowable Uniform Distributed Load Per Square Feet Area Bay Length in Feet 2' 2'6" 3' 35 428 356 38 190 158 75 | 140 116 34 107 89 88 70 58 45 36 30 3'6" | 305 135 100 I 76 50 26 4' 5' 6' 267 214 178 119 95 79 87 | 70 58 57 53 45 44 35 29 23. 15 '15 7' 8' 9' 10' 153 134 119 107 i 68 59 | 53 48 50 44'.. 39 35 38 | 33 30 27 25 22 19 18 13 11 10 | 9l Rated For Scaffold Use Technical IVIanu Section B r-igr n rf 1 1" al Contur Compon Mqdular Scaffold lyVWIRPS ent Allowable Loads A/^^^^B|^^g Capac/ty of Scaffold Joint Moment of Resistance of Joint My = V * e Working Moment: My = ± 36.25 (± 3,208 Ibs. in.) 7//////7/7S. Normal Load on Joint Working Load: N = ±12.50kN (±2,810 Ibs.). Vertical Load on Rosette per wedge connection: Breaking Load: max Vz = ± 47.0 kN (± 10,566 Ibs.) Working Load: Vz = ± 11.75 kN f± 2.691 Ibs.) allowable load on rosette: Breaking Load: IVz = ± 198.0 kN'fe 44,510 Ibs.) Working Load: IVz = ± 49.5 kN f± 11,128 Ibs.) Rated For Scaffold Use Contur'ModuIar Scaffold Component Allowable Loads Technical Manual Section B •PuLi~1 0? '^ 23 mrr. d 1 21 : 5 1 Rrno Bas^Dl P. W A-B Tribunes Boslaan Zuic! 13 NL-5681 BLSest FLOOR WOOD d = 1.8 cm Load: 7.5 k.N7 m -r 0.1 kN'/rrr =7.6 kN/ m2 M = 7.6 x 0.75= / S ^_0.53 kNm sigma = 53 x 6/100 x US2 = Q.9S kN/cm= <] .1 kN/cnr RESPONSE 1. Added "Grasp Detail" to "4' Stair Unit" on Sheets Bl and B2. 2. Wheelchair seating will be provided by ground level platforms. 3. Changed the calculations to reflect the coefficients Ss = 1.25 and Sds = 0.838, even though the coefficients that we were using were from the USGS for Zip Code 92009. See new calculation Sheets 14 and 15. 4. Added handrail detail marks 1/B1, 2/B1, 3/B1 and 4/B1 to side elevations '4' and V on Sheet Al. Added handrail detail mark 5/B1 to rear elevations '5' and '8' on Sheet Al. Added handrail detail marks 1/B1, 2/B1, 3/B1 and 4/B1 to side elevation X2' on Sheet A2. Added handrail detail marks 2/B1 and 3/B1 to side elevation '5' on Sheet A2. Added handrail detail mark 5/B1 to rear elevation '3' on Sheet A2. Added handrail detail marks 2/B1 and 3/B1 to rear elevation '6' on Sheet A2. On Sheet Bl Added detail 1 to L-clip connection; added detail 2 to frame clamp connection; added detail 3 to lower left end of "Front Guard Rail Panel"; added detail 4 to "Side Rail Panel"; added detail 5 to right end (top and bottom) of "Rear Guard Rail Panel"; and added "Grasp Detail" to "4' Stair Unit". Created handrail connection detail 5 . SP5-0-F2EDelivery Page 1 of 2 Joe Hill From: Shannon Sirles [ssirles@tbequipment.com] Sent: Thursday, March 04, 2010 7:16 AM To: Joe Hill Subject: FW: [BULK] MyFax Delivery from N/A Importance: Low Attachments: _100303_244640344.pdf Joe, This is the review from The KIA Classic. The only issue that I see is that he is looking to see graspable rail and the guard rail connections, which we should be able to accommodate. Let me know if you don't have the graspabie rail detail for our steps. Call me if you have any questions. Thanks, Shannon From: Drew Blass <Drew.Blass@lpga.com> To: Jim Mcglynn Sent: Wed Mar 03 19:18:23 2010 Subject: Fw: [BULK] MyFax Delivery from N/A Our drawings got rejected. Can we review? ! will rope off areas at #1 and #9 for handicap seating. Thanks buddy. Drew This message was sent from my blackberry device. From: MyFax To: Drew Blass Sent: Wed Mar 03 19:12:49 2010 Subject: [BULK] MyFax Delivery from N/A Fax Received at: 03/03/2010 19:12:08 GMT -5 Receiving Fax Number: (866) 439-8045 # of Pages: 1 Duration: 37 Sending Fax: N/A Caller Id: 7605797366 Please note that the image shown here is only the first page of the attached fax and is compressed to fit a 1024 X 768 screen. If you have problems reading text on it, view the attached file. Click here if you want to report this as a junk fax 1/4/9010 SP5-0-F2EDeIivery Joe Hill From: Sent: To: Subject: importance: Shannon Sirles [ssirles@tbequipment.com] Thursday, March 04, 2010 7:16 AM Joe Hill FW: [BULK] MyFax Delivery from N/A Low Page 1 of 2 Attachments: _100303_244640344.pdf Joe, This is the review from The KiA Classic. The ortiy issue that I see is that he is looking to see graspabie rail and the guard rail connections, which we should be able to accommodate. Let me know if you don't have the graspabie rail detail for our steps, Gail me if you have any questions. Thanks, Shannon From: Drew Blass <Drew.Blass@lpga.com> To: Jim Mcglynn Sent: Wed Mar 03 19:18:23 2010 Subject: Fw: [BULK] MyFax Delivery from N/A Our drawings got rejected. Can we review? i will rope off areas at #1 and #9 for handicap seating. Thanks buddy. Drew This message was sent from my blackberry device. From: MyFax To: Drew Blass Sent: Wed Mar 03 19:12:49 2010 Subject: [BULK] MyFax Delivery from N/A Fax Received at: 03/03/2010 19:12:08 GMT -5 Receiving Fax Number: (866) 439-8045 # of Pages: 1 Duration: 37 Sending Fax: N/A Caller Id: 7605797366 Please note that the image shown here is only the first page of the attached fax and is compressed to fit a 1024 X 768 screen. If you have problems reading text on it, view the attached file. Click here.if you. want.to report this as a junk.fax 3/4/9010 03/03/2010 16:12 FAI MAR-03-2010 NED 01:03 PH CITY OF CARSLBAD FAX NO. 780 802 8558 City of Carlsbad 1638 Nrwtoy Awmw, Cartatad, CA taoot Ptww. 760404*784 V Plan Check Comments / 2OO7 Codes Tot Prom; Steve Borosuy Hue A fenwMnt* or appro* *» net AM* to my othw Oitr . For InfarnMrtkm on ttw ttatue of upproval irom otfwr dvfwrtnttrtto oontoet tUlf «|7WXOa-»717 / 2718 / 2718. f, 4, Ajeco-a- ilOOl P, 01 i