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12-0592 AT&T Mobility
DATE ISSUED: 11 -7 -2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP CITY OF TYBEE ISLAND BUILDING PERMIT CELL TOWER 111 BUTLER AVE AT &T MOBILITY 12555 CINGULAR WAY ALPHARETTA GA 30004 GIBSON TECHNICAL SERVICES 230 MOUNTAIN BROOK COURT CANTON, GA 30115 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $2,000.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $25,000.00 PERMIT #: 120592 TOTAL BALANCE DUE: $2,000.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityofty be e. org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: 111 Butler Ave (410 -013 Tybee Island) NAME ADDRESS PIN # OCT - ^2012 BY: TELEPHONE Owner AT &T Mobility 12555 Cingular Way, Alpharetta, GA 30004 214- 793 -3516 Architect or Engineer Emmanuel Poulin /AWS 300 Crown Oak Center Dr, Longwood, FL 32750 401- 260 -0231 Building Contractor GTS 230 Mountain Brook Ct, Canton, GA 30115 770- 231 -5231 (Check all that apply) ❑ Repair n Residential Renovation ❑ Single Family ❑ Minor Addition n D• uplex ❑ Substantial Addition ❑ Multi- Family Other Alteration ❑ C• ommercial n Footprint Changes [( Discovery Demolition Details of Project: Installation of new antennas and equipment on existing tower. Installation of new equipment in existing lease area. No change to the height of the existing tower. Estimated Cost of Construction: $ 25,000.00 Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: existing tower Remarks: (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry existing tower ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units n/a # Bedrooms n/a # Bathrooms n/a Lot Area nla Living space (total sq. ft.) nla # Off - street parking spaces n/a Trees located & listed on site plan n/a Access: n/a Driveway n/a Setbacks: Front (ft.) n/a With culvert? Rear n/a n/a With swale? n/a Sides (L) n/a (R) n/a # Stories n/a Height n/a Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through n/a On -site waste and debris containers will be provided by n/a Construction debris will be disposed by n/a by means of n a I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to rest raina�.; impaired by this permitted construction. Date: 9/11/2012 Signature of Applicant. Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager OStItsa Date Z FEES Permit A.00 0 Inspections Water Tap Sewer Stub Aid to Const. TOTAL aOa LEAD -BASED PAINT Adapted from http:// www. epa .gov//ead/pubs/renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre - renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors omply with the renovation recordkeeping requirements. d about how to comply - ith PA's rule in the EPA Small Entity Compliance Guide to Renovate Right. abou to use le •d -sa work practices in EPA's Steps to L ad Safe Renovation, Repair and Painting. Date IFYOU'RE OT EAD-SAFE CERTIFIED, ISTURSING JUST SIX SQUARE FEET COULD COST YOU BIG TIM Signat Printed Name GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Uri ersi Chris Kinchen Printed Name Date Office Use Only: Project Address: Permit Number: June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org/docs/ fiel d_manual 4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engine Signature of Owner /Contractor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually m et the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: vIVS Date: FROM :GIBSON TECHNICAL SERVICE 2375364 FAX NO : 7703451676 -ep. 07 2012 10:58AM P2 { STATE OF GEORGIA BRIAN P. MAP, Secretary bf State State Licensing Board for Residential /General Contractor Ge • ral Contractor Company LICENSE NO. Gibson Technics: Services 230 Mountain Brook Court Canton GA 30115 Qualifying Agent: Jon Alan Mla x Lin Qualifying Agent License NO: GCQA002460 GCC0002446 EXPIRATION DATE - 06/30/2014 Active Above is your license issued by the Georgia State Board of Residential and General Contractors. A pocket -sized license card is below. Please make note of the expiration date on your license. It is yo r responsibility to renew your license before it expires. License renewals may be completed prior to the expiration date a the Board's website or by obtaining a paper renewal from the Board office. Reminder: It is your responsibility to keep your insurance current. P1 : se provide the Board with a copy of your Certificate of Insurance each time your insurance is renewed. The B+ :.rd does . receive copies of cancellation notices which will affect the status of your license. It is the licensee's responsibility to notify the board office immediately of address online at the board's website at www.sos. a.. ov/ a lb /contract You may contact the Board at: GEORGIA STATE BOARD FOR RESIDENTIAL & GENERAL Cora CTORS 237 COLISEUM DRIVE, MACON, GEORGIA 31217 -3858 478 - 207 -2440 (phone) website: www.sos.ga.gov /plb /contractors/ y change of name or address. You may update your rs/ Gibson Technical Services 230 Mountain Brook Court Canton GA 30115 STATE OF GEORGIA BRIAN P. KEMP, Secretary of State State Licensing Btlard for Residenial /General Contractor General Contractor Company LICENSE NO. GCC0002446 Gibson Technical Se vices 230 Mountain BrookCourt Canton GA 30115 Qualifying Agent: kat Alan Martin Qualifying Agent License NO: GCQA002460 EXPIATION DATE - 06/30/2014 Active w3� A Bell Company HUSSEY, GAY, BELL & DEYOUNG, INC. CONSULTING ENGINEERS November 7, 2012 Ms. Diane D. Schleicher -City Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 -2749 Re: New AT &T Antenna Installation — Existing Water Tank 111 Butler Ave Tybee Island, GA Dear Mrs. Schleicher; RECEIVED This letter summarizes the results of HGBD's review of the Permit Submittal for the attachment of new antennas to the existing water tank. The submittal included drawings, dated October 4, 2012 prepared by AW Solutions, Inc, the Application of Building Permit, dated September 11, 2012, the Structural Evaluation dated September 24, 2012, the revised Structural Evaluation dated November 6, 2012 and the Lease Agreement. The Drawings Tl, C1 -C8 and SP1 -SP2 included layout, details, specifications and coatings information. HGBD's review was undertaken in order to assess, in general, if the design documentation for the proposed improvements appear to be consistent with applicable codes and good professional practices. The reviewer has not undertaken a detailed analysis of the calculations or verified the technical sufficiency of each design element, responsibilities that remain solely with the designer-of-record. This review was limited to the structural portions of the submittal only. We have reviewed the submittal and understand that the Tenant, AT &T, desires to place additional antennas and accessories on the existing water tank located at 111 Butler Ave. It is our understanding that the tank currently has numerous antennas and other hardware from different companies at this time. Based on our review of the calculations and drawings, we recommend that the project be approved. If the City of Tybee Island has a maintenance agreement with a utility services company or similar company then the maintenance company shall review the plans. Please call if there are any questions. Sincerely; v _ Michael Zaitz CC: Steve Wohlfeil John Hastings Chris Kinchen 329 COMMERCIAL DRIVE (31406) • P.O. BOX 14247 • SAVANNAH, GEORGIA31416 -1247 • TELEPHONE 912354.4626 • FACSIMILE 912.354.6754 625 Green Street, N.F. Gainesville, GA 30501 Telephone: 770) 535.1133 Facsimile: 770.535.1 134 474 Wando Park Blvd., Suite 201 (29464) 1219 Assembly Street (29201) PO. Box 1771 P.O. Box 7967 Mt. Pleasant, SC 29465 Columbia, SC 29202 Telephone: 843.849.7500 Telephone: 803.799.0444 Facsimile: 843.849.7502 Facsimile: 803.799.1499 wwwhgbd.com solutions f n c n r p o r a t o i1 300 Crown Oak Centre Dive Longwood FL 32750 tel 407260.0231 fax 407.260.0749 November 6, 2012 Eric Huminski Goodman Networks 5895 Winward Pkwy, Suite 250 Alpharetta, GA 30005 Subject: Structural Analysis of 151 ft Tybee Island Watertank Site: 410 -013 111 Butler Ave, Tybee Island, GA, 31328 Mr. Huminski, Per your request, AW Solutions performed a finite element structural analysis of the 151 ft pedisphere water tank located at the aforementioned address to determine the suitability of the structure to support the addition of AT &T's proposed loading combined with the existing and /or future antennas listed in Table 1. The criteria and the supporting documentation on which this analysis is based on are listed below. Existing loading on the water tank Analysis Criteria: • AWWA D100 -05 / IBC 2006 • Location: Tybee Island • 3 second gust Wind Speed = 150 mph • Radial Ice Thickness = 0.0 in • Exposure D • Gust Factor, G = 0.895 (ASCE 7 -05) • Structure Classification = 111 • Importance Factor, 1=1.15 • Topographic Factor, Kt = 1.0 • Material Class: 2 Supporting Documentation: • BSC drawings (# 3313 -98) dated 11/9/98 • AWS site visit performed on 7/26/12 All structural components of the structure and its foundation are within allowable capacity. Consequently, AW Solutions believes that the antenna configuration modification proposed by AT &T will not affect the integrity of the pedisphere located at the address aforementioned. The results of this analysis are presented in Table 2. AW Solutions is extreu-- - . • o support Goodman and AT &T in their infrastructure development. If you have any question, contac 40 .60 -0231. Emmanuel Po Vice President .13 11/6/12 AWSalutions, Inc. METHODOLOGY Page 2 of 3 The load increase generated by the telecommunication appurtenances on this tower was evaluated under (2) loading scenarios. The impact on the superstructure was studied under extreme full forces when the tank is full and the foundation reactions were evaluated under extreme wind conditions when the tank is completely drained. A finite element model of the structure was built using shell elements to determine the stresses in the steel plates of the water tank. The plate reactions were then compared to the allowable stresses at every sections of the shaft supporting the tank. TABLES TABLE 1 - CURRENT ANALYSIS LOADING Elevation (ft) Antennas Mounts Coaxial Transmission Cablesm Qty Type Qty Type Qty Dia. (in.) 154 3 Proposed Kathrein 80010764 1 Existing Coral 18 1 1 5/8 5/16 3 Existing Celwave AXE196515 -52T2 3 Existing Kathrein 742215 6 Existing TMAAndrew ETM190G -12UB 1 Existing 20ft Dipole Antenna 1 1/4 1 Existing Camera 9 3/8 1 5/8 135 3 Existing 6ft Panel Antenna 3 Pipe Mount 6 1 5/8 1 5/16 103 - - 2 Empty Pipe Mount - - (1) All lines are routed inside the structure TABLE 2 - TOWER RESULTS Section No. Elevation ft Size Plate Stress ksi % Capacity Pass Fail L1 111.79 - 119.80 12.63 x0.625 10.67 46 Pass L2 103.99- 111.79 8.00 x0.500 13.73 59 Pass L3 96.19- 103.99 8.00 x0.500 14.46 63 Pass L4 88.39 -96.19 8.00 x0.563 14.46 62 Pass L5 80.59 -88.39 8.00 x0.563 15.57 67 Pass L6 72.78 -80.59 8.00 x0.594 16.38 70 Pass L7 64.98 -72.78 8.00 x0.656 16.05 69 Pass L8 57.18 -64.98 8.00 x0.688 16.98 73 Pass L9 49.38 -57.18 8.00 x0.719 17.23 74 Pass L10 41.58 -49.38 8.00 x0.781 17.73 76 Pass L11 33.77 -41.58 8.00 x0.813 18.06 77 Pass L12 25.97 -33.77 8.00 x0.875 18.95 81 Pass L13 18.17 -25.97 8.00 x0.938 18.91 81 Pass L14 14.94 -18.17 8.00 x0.938 17.66 75 Pass L15 10.33 -14.94 9.19 x0.938 16.09 69 Pass L16 7.11 -10.33 12.19 x0.781 13.75 59 Pass L17 4.74 -7.11 15.33 x0.563 15.16 67 Pass L18 2.37 -4.74 17.98 x0.563 12.02 53 Pass L19 0 -2.37 20.63x0.563 9.83 44 Pass Anchor Bolts 0 (20) 2.25" Dia. X 22' -4" B.C. n/a 100 Pass AWSolutions, Inc. Page 3 of 3 The foundation of this structure is composed of a circular grade beam that encloses (22) 14" augered piles embedded 65ft in the soil. The maximum axial reactions observed in the pedisphere model at the base is 157 kips. Each of the (22) piles of the structure was designed for an allowable axial force of 80 tons (160 kips). Consequently, the reactions of the structure are within the design load of foundation and are deemed acceptable. LLMJ ? J LL . 4. FOUNDATIONS ARE DESIGNED FOR 80 TON I4'O AUGER -CAST PILES CMINIMUM FACTOR OF SAFETY = 2.0 PER AWWA) w/ A TIP DEPTH [IF 65 FEET. ASSUMPTIONS The conclusions and recommendations in this report are based on the following assumptions: • All structural members of the water tank and mount are assumed free of deficiencies. • The structure has been designed under the seismic provisions equivalent to the ones contained in ANSI /AWWA D100 -96 • The structure is plumb and its condition is essentially as erected as depicted in the tower drawings issued by Brown Steel Company on November 9, 1998. • No future loading was considered in this evaluation. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and AW Solutions, Inc. should be allowed to review any new information to determine its effect on the structural integrity of the tower. 1 00 a r r 11 1 n tl Project: GOODMAN AT &T Site: 410 -013 ANALYSIS CALCULATIONS ON PEDISPHERE WATER TANK Designed By: BB Date: SEPT 12 Checked by : EP THE WIND FORCES APPLIED ON THE STRUCTURE UNDER THE WORST CLIMATIC CONDITIONS WERE CALCULATED. THE EFFECTS OF THE TELECOMMUNICATION APPURTENANCES ARE THEN OBSERVED WITHIN THE MOST CRITICAL LOADINGS: • EMPTY TANK UNDER FULL WIND FORCES • FULL TANK UNDER SEISMIC FORCES 1.0 DETERMINE WIND LOAD ON TANK: 1.1 TANK PARAMETERS: These parameters are based on field measurements and visual evaluation. Htop Hbell= dtank= Htank Nant Water tank height Bell height Tank diameter Tank height Number of antennas Hshaft= d shaft= d base Ra= n cam= C") shaft height shaft diameter Foundation diameter Foundation radius Number of coax 0 tor-( Ht0 := 151•ft Htank := 34.5ft Hshaft := 98.666ft Hbell := 18.75ft ncoax := 48 ta,-< Sha2 t " sha r t — — � base dtank := 34.5ft dshaft := 8•ft dbase := 22.8333•ft Nant := 15 ((3) SECTORS W/ each (2) antennas) 1.2 WIND LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PERANSI /AWWA D100 -05. Pw Wind pressure (Ibf /ft2) (EQ 3 -1) V= Basic wind speed (Figure 1) (2006 IBC) Cd= Force Coefficient (Shape dependent Table 2) FW= Wind force on water tank KZ Velocity pressure exposure coefficient (Table 3) G= Gust Factor (ASCE 7 -05) 1= Importance factor (1.15) V:= 150mph Cf :_ Htank Z := Htop — 2 2 \1.0, G := 0.895 I := 1.15 133.75 ft z 700.ft �a .= 11.5 WV Mgvc Z�tx KZ:= 2.01 — Zg/ qZ := 0.00256•KZ•I• V • psf mph2 P,,, := max[(gZ G) , 30•psf] K2 = 1.51 qZ = 99.84•psf Pw = 89•psf F P 0.50. �rr • dr'i` tank — 0 ft + 0• ft• d .1.05 wtank •= w' 2 2 tank (elipsoid part) (rectangular part) (Cf =0.50 for double curvature) Fshaft Pw'Cf'dshaft'(Hshaft) (5% additional for misc. attachment on the tank) Hbell Fbell Pw'Cf'(dbase + dshaft) 2 Fvent = Pw•Cfl•(43• in. 26•in+ 18• in. 24•in+ 32• in. 3.5-in) F,,„k = 44 kip Fshaft = 42 kip Fbell = 15.kip Fvent = 0.62 kip (force on tank) (force on shaft) Fwtotal Fwtank + Fshaft + Fbell + Fvent Fwtotal = 102• kip (force on bell) (total lateral wind force) 1.3 WIND ON TELECOMMUNICATION ANTENNAS AND APPURTENANCES: 1.3.1 APPURTENANCE PARAMETERS: ICE := 0.0•in P= Weight of antenna h= Front height of antenna w= Front width of antenna d= Depth of antenna A= Transverse area of antenna ICE= Radial ice thickness PJCE= Density of ice PIcE 57•pcf 1.3.2 1ST ANTENNA SET ((9) EXISTING Andrew TMBXX - 6517 -R2M ANTENNAS): (Most critical antenna in set - includes all panel antennas mounted on the corral) ddish := Oin + 2•ICE ■:= 9 hang= 84-in + 2•ICE Want 12.0•in + 2.ICE dam := 6.5•in+ 2•ICE Pant 44.4•lbf Wdish 0•in Pdish := 0•1bf 2 ddish •� A l fans want pant + 4 Alsant dant' hant + ddish•wdish + Apipe Apipe := 8• ft. 2.375 in Pn; .:= 3.65•plf•8•ft Amount := 23.5•ft2 (corral) Pmount 2000•lbf A l fans = 7 ft 2 Alsant= 5.37ft2 1.3.2.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: Flant:= [Alfant 0 + 3 •(Alsantcos(30•deg) + Alfant'cos(60•deg)) (APPURTENANCE PARTLY SHIELDED) Fconal = Amount•Pw•Cf2 2Nant Flcoax 2 Dcoax•0•Pw•CfI (Coax inside) M 1 ant := F 1 ant Radi + F 1 coax. Radt + Fcona]• Radt W1 ant Nant (Pant + Pdish + 2Ptma + Ppipe) + Wcoax• Radl • 25 Nant• Pw• Cf2 Rad1 := 154-ft Ptma 25.1bf Dcoax in Wcoax Wcoax .29•plf Fl ant = 4372.1bf Fconal = 2100 lbf Flcoax = 0 Mlant = 997•kip•ft W1 ant = 2229•1bf 1.3.3 2ND ANTENNA SET ((1) Unknown 20' 4 Element Dipole ANTENNAS) : ham;= 240.0•in + 2•ICE := 3.0in +2ICE := 3.0in +2ICE Pte:= 50.1bf = Oin + 2•ICE Ate^= 8.ft•2.375•in N := 1 ':= 3.65•plf 8 -ft Rad2 := 154-ft ^P:= 0.1bf 2 ddish 'It A2fant = Want hant + 4 + Afmount A2sant danthant + ddish'6•in + Apipe + Asmount Afmount 0•ft 2 := 0.1bf A2fant = 5 ft 2 A2sant = 6.58 ft2 1.3.3.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F2ant (A2sant)Nant Pw'Cft (APPURTENANCE PARTLY SHIELDED) Nant F2coax 2 2•Dcoax•0•Pw'Cfl (Coax inside) Rad2 M2ant = F2antRad2 + F2coax' 2 W2ant Nant (Pant Pdish + Pdap Ppipe + Pmount + Wcoax Rad2 1) (coax) 1.3.4 3RD ANTENNA SET ((3) Unknown Antennas ANTENNA): Asmount 0•ft 2 Pdap := 0.1bf F2ant = 353.1bf F2coax = 0 M2ant= 54.kip.ft W2ant = 124.1bf := 72.0•in + 2•ICE = Oin + 2•ICE N := 3 = 8•ft•2.375•in := 12.0 in+ 2 ICE Np= 3.65•plf•8•ft Rad3 := 135 ft moNike— am:= 3.0•in + 2•ICE 2 2 Pte:= 50.1bf APB= 0.1bf Nom= 0 ft A ;= 0 ft Pte= 0lbf 0•lbf 2 ddish • TT A3fant Want pant + 4 + Afmount A3sant = danthant + ddish•6'in + Apipe + Asmount A3fant = 6 ft 2 A3sant = 3.08 ft2 1.3.4.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F3ant [A3fant S 0 + 3 •(A3sant cos(30•deg) + A3fant•cos(60•deg))JNant'Pw'Cft (APPURTENANCE PARTLY SHIELDED) Nant — F3coax 2 2 Dcoax•0•Pw•Cft (50% SHIELDED) Rad3 M3ant F3ant•Rad3 + F3coax• 2 W3ant Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax.Rad3.2) (coax) F3ant = 608.1bf F3coax = 0 M3ant = 82'kip•ft W3ant = 472.5•lbf 1.3.5 4TH CARRIER ((2) Empty Mounts): ham:= 0•in + 2•ICE = Oin + 2•ICE zok:= 0•in + 2•ICE dam:= 0•in + 2•ICE := 0•lbf := 0•lbf P,= 0•lbf 2 ddish • �T A4fant want pant + 4 + Afmount A4sant danthant + ddish.6'in + Apipe + Asmount 6 ft 2.375 •in := 2 ? ;= 3.65•plf•6•ft Rad4:= 103 ft koA:= 0•ft2 AMA:= 0•ft2 := 200 1bf ANgiWitly A4fant = 0 A4sant = 1.19 ft2 1.3.5.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F4ant [A4rant 0 + 3 • A4sant cos(30 deg) +A4fant cos(60 deg))JNantP Cf2 F4ant = 122.53•lbf (APPURTENANCE PARTLY SHIELDED) N F4coax 2nt•2•Dcoax'Rad4•Pµ •Cf•0 (SHIELDED) F4 coax = 0 Rad4 M4ant F4ant-Rad4 + F4coax' 2 M4ant = 12.62•kip•ft W4ant Nant(Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax'Rad4) W4ant = 503.54.1bf (coax) Mtelecom := Mlant + M2ant + M3ant + M4ant Mtelecom = 1146•kip•ft Fwtelecom Flant + F2ant + F3 ant + F4ant Fwtelecom = 5.46•kip +Flcoax + F2coax + F3 coax + F4coax Wtelecom = Wl ant + W2ant + W3ant + W4ant Wtelecom = 3.33•kip Flant + Flcoax + F2ant + F2coax + F3ant + Flcoax + F4ant + F4coax Fwtotal Fwtank telecom Fwtotal + Fwtelecom %G = 5.334.% THE LATERAL FORCE INCREASE ON THE TOWER DUE TO ALL TELECOMMUNICATION APPURTENANCES IS ABOUT 5 %. Fwtank telecom = 108 -kip 2.0 DETERMINE GRAVITY LOADS: 2.1 WATER TANK WEIGHT: Psteel 490•pcf pµ, := 62.4•pcf The thicknesses of the tank members are measured or assumed as follows: ttank 6 in tbell 0.8•in tshaft = 0.717•in (average) Wtank ttank• / dta„k 1.6075 / dtank\ 1.6075 2 4.7r + 0• ft- dtank•7r 2 + 2• surface area of tank Hbell Wbell 7T•(dbase + dshaft)' 2 tbell•Psteel Wshaft 7' dshaft'Hbell'tshaft Psteel Wwater 150500.ga1.pw Wtotal Wbell + Wtank + Wshaft + Wwater / dtank1.6075 / 14tank — 0'11 \ 1.6075 2 3 2 i (150 MG + Dead storage in riser) 2.2 TELECOMMUNICATION APPURTENANCE WEIGHT: Wtelecom = 3.33 • kip Wtelecom Wtotal %C, = 0.2472 • % 1.6075 Wbel] = 30•kip Wshaft = 14-kip • Psteel Wwater = 1255•kip Wtotal = 1347-kip THE WEIGHT INCREASE ON THE TOWER DUE TO THE TELECOMMUNICATION APPURTENANCES IS LESS THAN 1 %. Wtank = 48• kip Project: GOODMAN AT &T GEORGIA Site: 410 -013 GUST EFFECT FACTOR (ASCE7 -05) DESIGN FOR 151' STEEL PEDISPHERE WT 1.0 TANK PARAMETERS: P= Weight of tank H= Height of tank Dt= Diameter of tank shaft at top Db= Diameter of tank shaft at base M= Mass of tank t= AverageThickness of tank shaft n= Natural Frequency D= Average Diameter of tank shaft Vm = material volume in in ODtaper := 0.0•— IDtaper := 0.0•— ft ft H := 118•ft nvv Db := 96•in t := 0.7019 .in Dt + Db D Dt:= 96.0•in D = 96• in 2 l )2J A D2 — (D — 2 t A = 1.459ft2 ^^`^ 4 Vm:= A•H Vm= 172.198ft3 p := 49&pcf Vm p 627381bf ft M:= + M= 147115.21b g= 32.174 2 g g 2 s (tank, refer to WT drawings) I '71134 — (D — 2•t)41 I = 238567.573.n 4 n 64 Equivalent of stiffness: Ec := 29000•ksi Keg .— 3•Ec•I H3 1.1 DETERMINE NATURAL FREQUENCY: - Mass per unit height: - Natural frequency: M m := — H �(Kegl 1 "" n =4.38— M s 2.0 DETERMINE GUST FACTROR : Flexible or Dynamically Sensitive Structures (6.5.8.2 ASCE 7-05) p= Damping ratio, percent of critical H, D, L z= the equivalent height of the structure V= Basic wind 3 -sec gusted speed (on figure 6 -1) in combination with the local county requirements (county wind boundary map) b an a constants from table 6 -2 G= Gust effect factor (Sect 6.5.8). Vz= Hourly wind speed (ft/sec) at hight z V := 150mph a :_ — 2 z := 0.6•H b := 0.80 1 : := 650•ft e := —1 1 iwv 11.5 ^^' "' 8 Vz := b • V Vz = 200.987 ft 33•ft s LZ N1 := n•- Vz N1 = 15.584 7.47•N1 5 (1 + 10.3•N1)3 Rh: = — — 1 —e 1 1 2 C - 2.110 111 2.11 Rb :_ RL :_ 1 - 1 112 2.1122 1 1 113 2.,132 C-e -2121 C- 2'1131 1 -e / RESONANT RESPONSE FACTOR: R :_ R •R „•Rh•Rb•(0.53 + 0.47.RL) R = 0.129 X11 := 4.6.n .—H Vz LZ : 1. n•B 112 := 4.6• (Vz) 113 := 15.4• n•L (Vz) 33 ft, table 6 -2 for Exposure "D” Lz = 715.078 ft rlt =11.8 >0 B: =D L =D 112 = 0.802 113 = 2.685 (3:= 0.05 = damping ratio perAWWA 3.1.4: IZ := c• 1 (33•ft\ 6 z IZ = 0.132 c = 0.15 table 6 -2 for Exposure "D" mA THE BACKGROUND RESPONSE FACTOR: Q 1 1 + 0.63. Q = 0.909 (B + H "0.63 Lz / GUST EFFECT FACTOR: gq := 3.4 g, := 3.4 gr:= j2.1n[3600.(n.sec)] + I-. + 2 .R2, Gf:= 0.925• 1 + 1.7•gvIZ Gf = 0.895 0.577 J2.1n[3600•(n• sec)] Solution. Envelope WATER TANK MODEL SK -3 Nov 2, 2012 at 4:46 PM 410 -013 - Full model.r3d Results for LC 15, DL +WLX Plate Von Mises Hot 17 13.6 116 11 9 10 2 102 8.5 , r 6.8 5.1 34 a7 Max. stress observed under load case 15 - DL +WLX Each support corresponds to (1) anchor bolt SK - 14 Nov 2, 2012 at 5 :39 PM DEFLECTED SHAPE - LC15 (X40) 410 -013 - Full model.r3d Solution: Envelope %;/ TANK THICKNESS SK -1 Nov 2, 2012 at 4:43 PM 410 -013 - Full model.r3d Solution: Envelope [ fi ; - SHAFT THICKNESS SK -2 Nov 2, 2012 at 4:44 PM 410-013 - Full model.r3d -5k Loads: BLC 3, DL - TELECOM Solution: Envelope TELECOM DEAD LOAD SK -5 Nov 2, 2012 at 4:47 PM 410 -013 - Full model.r3d Loads: BLC 2, DL -WATER Solution: Envelope WATER LOAD SK -4 Nov 2, 2012 at 4:47 PM 410 -013 - Full model.r3d X Y Concentrated forces adjusted for pressure of 1 psf 4372 +2100 =6272 Ibs 6472 Ibs/89 =72 Ibs 608Ibs/89/3 =2.27 Ibs Loads: BLC 11, WL - WX Equip, Solution: Envelope WX TELECOM WIND LOAD SK - 10 Nov 2, 2012 at 5:20 PM 410 -013 - Full model.r3d .002k Loads: BLC 12, WL - WY Equip. Solution: Envelope WY TELECOM WIND LOAD SK - 11 Nov 2, 2012 at 5:20 PM 410 -013 - Full model.r3d Distributed forces adjusted for pressure of 1 psf Cf =0.5 for tank 0 25ks1. 0 71ksf Loads: BLC 9, WL - WX Solution: Envelope ! 1, 004937ksf IF OQ05689ksi WX WIND LOAD ON TANK (1 PSF) SK -6 Nov 2, 2012 at 5:16 PM 410 -013 - Full model.r3d Loads: BLC 9, WL - WX Solution: Envelope 06 'Ikst 7 . 'oO z4 'sk. f 000463 #R t` 00566Akif OOD5669k{Sf I 000568 .sf 90056bfksf .00056BEksf .000588£10 0005685 kif 0005689krsf Q0056B6ks1 I 00056BfIksf 00056BJIIk$f QOD5689ksf 000666 I sf QOO56BikSf 0005680ksf Cif I0_D05215k5f 0005215 csf 0005215 cif 000Zjkir Op0l215k¢f Oc 05215K51 IQpd21s if .obd52164.f .Ob05215 cif .094 215 I OD0E215kif 0 215 cif ! 00p5215 c$9 III'- o*215' 111111c00444kt •009,4445k f 0004445 f 0004445 t II 0004 14 1 0D04445k$t 0 OO4444 ∎od3613ks T. 0 0 6iAksf it I • 0Q32d5kf 'l,_'; i / c003$68ks f 003268k268 1 • Distributed forces adjusted for pressure of 1 psf Cf =0.6 for shaft WX WIND LOAD ON SHAFT (1 PSF) SK -8 Nov 2, 2012 at 5:18 PM 410 -013 - Full model.r3d Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:08 PM Checked By: Basic Load Cases BLC Description Cateoo v 1 DL - Self Weight DL I DL -1 1 2 DL -WATER OL1 1 2 LL 3 I DL - TELECOM DL 1 7 4 DL - Grating DL 3 SL SLI 1 5 DL - Handrail DL 6' LL - Platform LL WLX 89 7 LL - Snow LL 5 WLY Total 8 THERMAL TL WLY 9 WL - WX WLX 6 ELX Total 650 10 WL - WY WLY 650 11 WL - WX Equip. WLX 7 ELY Total I 7 ELY 1 12 WL - WY Equip. WLY 7 13 EL - EX ELX .025 Y L1 1 2 1 14 EL - EY ELY .025 15 1 EL - EX Equip. ELX L1 11 I L2 1 TL 16 EL - EY Equip. ELY 10 DL +LL -TL Load Combinations WIND PRESSURE Description Sol...PDelta SR... BLC Factor BLC Fa or BLC F 1 DL Total I I DL 1 1 2 LL LL 1 3 SL SLI 1 4 WLX Total WLX 89 5 WLY Total WLY 6 ELX Total ELX 1 7 ELY Total I ELY 1 8 DL Yes Y L1 1 2 1 9 DL +LL +TL I Y L1 11 I L2 1 TL 10 DL +LL -TL Y L1 1 L2 1 TL 11 DL +SL Y L1 1 SLI 1 12 DL -SL Y L1 1 SL -1 13 DL +0.75LL +0.75TL +0.. Y L1 1 L2 .75 TL , I SL .75 I 14 DL +0.75LL -0.75TL +0... Y L1 1 L2 .75 TL SL .75 15 DL +WLX Yes Y L1 1 L41 1 2 I 1 16 DL -WLX Yes Y L1 1 L4 -1 2 1 17 DL +WLY Yes Y I L1 1 L5 11 2 1 I 18 DL -WLY Yes Y L1 1 L5 -1 2 1 19 I DL +0.7ELX ! Y 1 L1 1 ELX .7 20 I DL- 0.7ELX Y L1 1 ELX -.7 21 DL +0.7ELY Y I L1 1 ELY .7 22 DL- 0.7ELY Y L1 ` 1 ELY -.7 23 DL +0.75WLX +0.75LL...IYes Y L1 1 L4 .75 L2 .75 L SL .75 2 1 I 24 ,DL- 0.75WLX +0.75LL +..Yes Y L1 1 L4 -.75 L2 .75 SL .75 2 1 25 DL+0.75WLY+0.75LL... Yes Y L1 1 L5 I .75 L21 .75 SL .75 ! 2 1 26 DL- 0.75WLY +0.75LL +..Yes Y L1 1 L5 -.75 L2 .75 SL .75 2 1 27 DL +0.75(0.7ELX) +0.7... Y L1 1 ELX .525 L2 .75 I 28 DL- 0.75(0.7ELX) +0.7... Y L1 1 ELX - .525 L2 .75 29 DL +0.75(0.7ELY) +0.7.. I Y L1 1 ELY1.525 L2 .75 30 DL- 0.75(0.7ELY) +0.7... Y L1 1 ELY -.525 L2 .75 31 DL +WLX (NO WATER) YesI Y I L1 11 L4 11 I 32 DL -WLX (NO WATER) Yes Y L1 1 L4 -1 33 DL +WLY (NO WATER) Yes! Y L1 1 L5 ! 1 I 34 DL -WLY (NO WATER) Yes Y L1 1 L5 -1 35 I 0.6DL +0.7ELX ! Y L1 .6 El-XI .7 36 0.6DL- 0.7ELX Y L1 .6 ELX -,7 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEER NG \410 -013 - Full model.r3d] LOAD CASES FOR UPLIFT ON A n1C'Ur\in0 Page 1 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:08 PM Checked By: Load Combinations (Continued) Description Sol.. PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BL 37 0.6DL +0.7ELY Y L1 .6 ELY' .7 38 0.6DL- 0.7ELY Y L1 .6 ELY ...7 39 (a) DL +0.7ELX Y Y L1 L1 1 1 ELX ELX 1.3 -1.3 40 (a) DL- 0.7ELX 41 (a) DL +0.7ELY Y L1 1 ELY 1.3 42 (a) DL- 0.7ELY Y L1 1 ELY -1.3 43 (a) DL +0.75(0.7ELX) +.. Y L1 1 ELX .975 -.975 L2 L2 .75 .75 .■ 44 [(a) DL -0.75(0.7ELX) +... Y L1 1 ELX 45 (a) DL +0.75(0.7ELY) +.. Y L1 1 ELY .975 L2 .75 ■ 46 (a) DL -0.75(0.7ELY) +,., Y L1 1 ELY -.975 L2 .75 47 (aa) 0.6DL +0.7ELX Y L1 .6 'ELX 1.3 -1.3 48 (a) 0.6DL- 0.7ELX Y L1 .6 -1ELX 49 (a) 0.6DL +0.7ELY Y L1 .6 ELY 1.3 50 (a) 0.6DL- 0.7ELY 7 Y L1 .6 ELY -1.3 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 2 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:22 PM Checked By: Envelope Joint Reactions Joint LC MX ik -ftl 1 N1 imax 43.985 32 39.807 33 154.11 15 1 0 8 0 8 --0 8 2 min -89.06 15 - 39.807 34 -76.49 32 0 8 0 8 0 8 3 N2 max 35.832 32 29.93 33 150.191 15 0 8 0 8 0 8 4 min - 78.744 15 - 43.696 18 - 72.546 32 0 8 0 8 0 8 5 N3 max 39.023 34 39.726 32 138.766 15 0 8 0 8 0 8 6 min - 75.442 17 - 66.102 15 - 61.042 32 0 8 0 8 0 8 7 N4 max 39.724 34 39.024 32 138.769 17 0 8 0 8 0 8 8 min - 66.102 17 - 75.444 15 - 61.042 34 0 8 0 8 0 8 9 N5 max 29.935 31 35.831 34 150.194 17 0 8 0 8 0 8 10 min - 43.701 16 - 78.746 17 - 72.544 34 0 8 0 8 0 8 11 N6 max 39.811 31 43.984 34 154.11 17 0 8 0 1 8 0 8 12 min -39.81 32 -89.06 17 - 76.487 34 0 8 0 8 0 8 13 N7 max 43.648 15 35.833 34 150.195 17 0 8 0 8 0 8 14 min -29.88 32 - 78.747 17 - 72.547 34 0 8 0 8 0 8 15 N8 I max 66.102 17 38.068 31 138.771 17 1 0 8 0 8 0 8 16 1 min - 39.725 34 - 74.484 16 - 61.045 34 0 8 0 8 0 8 17 N9 max 75.442 17 39.327 31 139.683 16 0 8 0 8 0 8 18 1 1 min - 39.023 34 - 65.701 16 - 61.963 31 0 8 0 8 0 8 19 N10 max 80.159 16 29.93 33 152.587 16 0 8 0 8 0 8 20 1 min - 37.249 31 - 43.697 18 - 74.945 31 0 8 0 8 0 8 21 N11 max 90.701 16 39.807 33 157.068 16 0 8 0 8 0 8 22 min - 45.628 31 - 39.808 34 - 79.452 31 0 8 0 8 0 8 23 N12 max 80.162 16 43.644 17 152.588 i 6 0 8 0 8 0 8 24 min - 37.248 31 - 29.878 34 - 74.942 1 0 8 0 8 0 8 25 N13 max 74.485 18 65.695 16 139.684 6 1 0 8 0 8 0 8 26 min - 38.064 33 - 39.321 31 - 61.957 1 0 8 0 8 0 8 27 N14 max 65.702 18 74.481 16 139.685 1 0 8 0 8 0 8 28 min - 39.323 33 - 38.062 31 - 61.957 3 0 8 0 8 0 8 29 N15 max 43.644 15 80.162 18 152.593 18 0 8 0 8 0 8 30 min - 29.873 32 - 37.248 33 - 74.943 33 0 8 0 8 0 8 31 N16 max 39.805 31 90.704 18 157.075 18 0 8 0 8 0 8 32 min - 39.803 32 - 45.629 33 - 79.452 33 0 8 0 8 0 8 33 N17 max 29.927 31 80.162 18 152.593 18 0 8 0 8 0 8 34 min - 43.697 16 - 37.248 33 - 74.943 33 0 8 0 8 0 8 35 N18 max 39.323 33 75.44 15 139.686 18 0 8 0 8 , 0 8 36 min - 65.702 18 - 39.019 32 - 61.957 33 0 8 0 8 0 8 37 N19 I max 38.063 33 66.098 15 138.771 15 0 8 0 8 0 8 38 min - 74.485 18 - 39.722 32 -61.04 32 8 0 8 0 8 39 N20 max 35.833 32 43.643 17 150.195 15 8 0 8 0 8 40 min - 78.748 15 - 29.877 34 - 72.546 32 8 0 8 0 8 41 Totals: I max 95.118 16 95.118 18 1409.33 18 42 min - 95.118 15 - 95.118 17 154.33 33 Max Uplift reaction in anchors RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 1 LC Plate Label Loc Siamalfksi Siama2fksi Tau Max Von Mis 1 r 15 P20 T -.325 -5.38 2.527 -.059 2 B -2.061 -11.14 4.539 -.033 10.266 3 1 15 P1 T -.325 -5.379 2.527 .059 5.224 4 B -2.061 -11.14 4.539 .033 10.266 5 15 P19 T -.194 -5.293 2.549 -.172 5.199 6 B -1.859 - 10.575 4.358 -.099 9.778 7 15 ' P2 T -.194 -5.293 2.549 .172 5.199 8 B -1.859 - 10.575 4.358 .099 9.778 9 15 P3 T .034 -5.093 2.563 .274 5.11 10 B -1.477 - 9.497 4.01 .169 8.851 11 151 P18 T .034 -5.092 2.563 -.273 5.11 12 B -1.477 - 9.497 4.01 -.169 8.851 13 115 P4 T .304 -4.745 2.525 .362 4.904 14 B -.952 -8.007 3.528 .247 7.577 15 115 P17 T .304 -4.744 2.524 -.362 4.904 16 B -.952 -8.007 3.528 -.247 7.576 4.536 17 15 P5 T .559 -4.231 2.395 .44 18 B -.338 -6.25 2.956 .337 6.088 4.536 19 15 P16 T .559 -4.231 2.395 -.44 20 B -.339 -6.249 2.955 -.337 6.087 21 15 P6 T .744 -3.557 2.151 .509 3.982 22 B .298 -4.385 2.342 .447 4.542 23 115 P15 T .744 -3.557 2.15 -.509 3.981 24 B .298 -4.385 2.341 -.447 4.541 25 115 P7 T .814 -2.763 1.788 .574 3.247 26 B .908 -2.598 1.753 .593 3.152 27 1151 P14 T .814 -2.763 1.788 -.574 3.247 28 B .907 -2.598 1.753 -.593 3.151 29 15 P8 T .749 -1.923 1.336 .64 2.387 30 B 1.457 -1.092 1.274 .8 2.214 31 15 P13 T .748 -1.923 1.336 -.64 2.387 32 B 1.456 -1.092 1.274 2.342 2.214 33 15 P9 T .528 -1.12 .824 .711 1.457 34 B 1.911 -.044 .978 1.082 1.934 35 15 P12 T .528 -1.12 .824 -.711 1.457 36 B 1.911 -.044 .977 2.06 1.933 37 15 P10 T .14 -.419 .279 .817 .504 38 B 2.192 .468 .862 1.406 1.999 39 15 P11 T .14 -.419 .279 2.324 .503 40 B 2.191 .468 .862 1.735 1.999 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:27 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 0 - 2.37FT RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 2 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:28 PM Checked By: STRESSES - 2.37 - 4.74FT Plate Principal Stresses (Bv Combination) LC Plate Label 1 151 P21 T -.6 -12.81 6.105 .032 12.521 2 B 1.053 -7.345 4.199 .046 7.924 3 15 ! P40 T I -.6 -12.81 6.105 -.032 12.521 4 B 1.053 -7.345 4.199 -.046 7.924 5 15 ! P22 T -.459 - 12.143 5.842 .096 11.92 6 B 1.111 -7.13 4.12 .137 7.745 7 115 P39 T -.459 - 12.143 5.842 -.096 11.92 8 B 1.11 -7.13 4.12 -.137 7.745 9 15 P23 T -.192 - 10.871 5.339 .165 10.776 10 B 1.208 -6.696 3.952 .226 7.375 11 15 P38 T -.192 - 10.871 5.339 -.165 10.776 12 B 1.208 -6.696 3.952 -.226 7.374 13 15 P24 T .174 -9.116 4.645 .242 9.205 14 B 1.318 -6.045 3.682 .314 6.8 15 15 P37 T .174 -9.116 4.645 -.242 9.204 16 B 1.318 -6.044 3.681 -.314 6.8 17 15 P25 T .609 -7.049 3.829 .335 7.372 18 B 1.407 -5.195 3.301 .402 6.022 7.372 19 15 P36 T .609 -7.049 3.829 -.335 20 B 1.406 -5.194 3.3 -.402 6.022 21 15 P26 T 1.082 -4.878 2.98 .454 5.499 22 B 1.437 -4.193 2.815 .493 5.067 23 15 P35 T 1.081 -4.878 2.98 -.454 5.499 24 B 1.437 -4.192 2.815 -.493 5.066 3.882 25 15 P27 T 1.57 -2.851 2.211 .62 26 B 1.388 -3.116 2.252 .595 3.995 27 15 P34 T 1.57 -2.851 2.21 -.62 3.882 28 B 1.388 -3.116 2.252 -.595 3.995 29 15 P28 T 2.089 -1.227 1.658 .858 2.904 30 B 1.243 -2.066 1.654 .72 2.895 31 15 P33 T 2.089 -1.227 1.658 2.284 2.903 32 B 1.242 -2.066 1.654 -.72 2.895 33 ! 15 P30 T ! 2.978 .268 1.355 1.437 2.854 34 B .709 -.5 .604 1.253 1.052 35 15 P31 T 2.978 .268 1.355 1.705 2.853 36 B .709 -.499 .604 1.888 1.051 37 15 P29 T 2.616 -.192 1.404 1.151 2.717 38 B .997 - 1.148 1.072 .9 1.859 39 15 P32 T 2.615 -.192 1.404 1.99 2.716 40 B .997 -1.147 1.072 2.242 1.858 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 3 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:31 PM Checked By: STRESSES - 4.74 - 7.11 FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi Siama2fksi Tau Max Von Mi 1 15 P60 T 1.719 -10.21 5.964- -.047 11.169 2 B .107 - 15.689 7.898 -.036 1 15.743 1 3 15 P41 T 1.719 -10.21 5.964 .047 11.169 4 B .107 - 15.689 7.898 .036 15.743 5 15 P42 T 1.793 -9.848 5.82 .141 10.856 6 B .256 - 14.867 7.561 .109 14.996 7 15 P59 T 1.793 -9.848 5.82 -.141 10.856 8 B .256 - 14.867 7.561 -.109 14.996 9 15 P43 T 1.92 -9.134 5.527 .235 10.23 10 B .536 - 13.303 6.92 .186 13.579 11 ! 15 P58 T 1.92 -9.134 5.527 -.235 10.23 12 B .536 - 13.303 6,919 -.186 13.578 13 15 P44 T 2.064 -8.1 5.082 .331 9.305 14 B .924 - 11.151 6.037 .274 11.64 15 ! 15 P57 T 2.064 -8.099 5.082 -.33 9.305 16 B .923 - 1115 6.037 -.274 11.64 17 ! 15 P45 T 2.193 -6.801 4.497 .431 8.123 18 B 1.387 -8.63 5.009 378 9.4 19 15 P56 T 2.193 -6.801 4.497 -.431 8.122 20 B 1.387 -8.629 5.008 -.378 9.4 21 15 P46 T 2.279 -5.339 3.809 .543 6.773 22 B 1.908 -6.018 3.963 .512 7.165 23 15 P55 T 2.279 -5.339 3.809 -.543 6.772 24 B 1.908 -6.018 3.963 -.512 7.165 5.384 25 15 P47 T 2.294 -3.856 3.075 .675 26 B 2.5 -3.628 3.064 .695 5.337 27 i 15 P54 T I 2.294 -3.856 3.075 -.675 5.383 28 B 2.499 -3.628 3.064 -.695 5.337 29 115 P48 T 2.235 -2.505 2.37 .842 4.107 30 B 3.175 - 1.769 2.472 .934 4.339 31 15 P53 T 2.234 -2.505 2.369 2.3 4.106 32 B 3.174 -1.769 2.472 2.207 4.338 33 15 P49 T 2.12 -1.438 1.779 1.07 3.1 34 B 3.857 -.613 2.235 1.202 4.197 35 151 P52 T 2.12 -1.438 1.779 2.072 3.099 36 B 3.856 -.612 2.234 1.94 4.196 37 15 P50 T 2.012 -.825 1.418 1.385 2.527 38 B 4.308 -.096 2.202 1.453 4.356 39 15 P51 T 2.012 -.825 1.418 1.757 2.527 40 B 4.307 -.096 2.202 1.689 4.356 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 4 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:33 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 7.11 - 10.33FT LC Plate Label Loc Siama1Fksi Analpfradl 1 15 P61 T -4.538 - 15.926 5.694 -.1T5-4-1-. 14212 2 B -2.825 - 10.994 4.085 .079 9.889 3 15 P80 T -4.538 - 15.926 5.694 -.054 14.211 4 B -2.825 - 10.994 4.085 -.079 9.889 5 15 P62 T -3.95 - 15.102 5.576 .162 13.566 6 B -2.249 - 10.683 4.217 .229 9.755 7 15 P79 T -3.95 - 15.102 5.576 -.162 13.565 8 B -2.25 - 10.683 4.217 -.229 9.755 9 15 P63 T -2.858 - 13.525 5.333 .27 12.346 10 B -1.241 - 10.006 4.383 .359 9.447 11 15 P78 T -2.858 - 13.524 5.333 -.27 12.346 12 B -1.241 - 10.005 4.382 -.358 9.446 13 15 P64 T -1.41 - 11.333 4.962 .38 10.698 14 B -.01 -8.916 4.453 .467 8.911 10.697 15 15 P77 T -1.41 - 11.332 4.961 -.38 16 B -.011 -8.915 4.452 -.467 8.91 17 15 P65 T .216 -8.727 4.472 .494 8.838 18 B 1.233 -7.436 4.335 .562 8.123 8.837 19 15 P76 T .215 -8.727 4.471 -.494 20 B 1.233 -7.435 4.334 -.562 8.122 21 ! 15 P66 T 1.838 -5.954 3.896 .618 7.055 22 B 2.321 -5.663 3.992 .651 7.114 7.054 23 15 P75 T 1.837 -5.954 3.896 -.618 24 B 2.321 -5.663 3.992 -.651 7.113 5.686 25 15 P67 T 3.287 -3.278 3.283 .762 26 B 3.129 -3.745 3.437 .743 5.962 _ 27 15 P74 T 3.287 -3.278 3.282 -.762 5.685 28 B 3.129 -3.745 3.437 -.743 5.961 4.98 29 15 P68 T 4.434 -.955 2.694 .935 30 B 3.565 -1.858 2.712 .853 4.773 4.979 31 15 P73 T 4.433 -.955 2.694 2.207 32 B 3.564 -1.858 2.711 2.289 4.773 33 15 P70 T 5.567 1.719 1.924 1.422 4.937 34 B 3.376 .901 1.238 1.324 3.028 35 15 P71 T 5.566 1.719 1.924 1.719 4.937 36 B 3.376 .901 1.237 1.818 3.028 37 15 P69 T 5.198 .78 2.209 1.152 4.855 38 8 3.602 -.209 1.905 1.014 3.711 39 15 P72 T 5.198 .781 2.209 1.989 4.855 40 B 3.601 -.209 1.905 2.128 3.71 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 5 LC Plate Label Loc Siama1fksi Si ma2fksil Tau Maxfksi Anolefradl Von Misesfksi 1 15 P101 T -3.62 - 18.027 7.204 .027 1 16.517 1 2 B -3.21 - 17.191 6.99 .031 15.832 3 15 P120 T -3.62 - 18.026 7.203 -.027 16.516 4 B -3.21 -17.19 6.99 -.031 15.831 5 15 P102 T -3.24 - 16.733 6.746 .085 15.371 6 B -2.855 - 16.019 6.582 .096 14.8 7 15 P119 T -3.24 - 16.732 6.746 -.085 15.37 8 B -2.854 - 16.018 6.582 -.096 14.799 9 15 P103 T -2.522 - 14.309 5.893 .15 13.23 10 B -2.18 - 13.821 5.821 .17 12.87 11 15 P118 T -2.523 - 14.309 5.893 -.15 13.229 12 B -2.18 - 13.82 5.82 -.17 12,87 13 15 P81 T -3.212 - 12.238 4.513 .043 10.99 14 B -4.542 -16.45 5.954 .029 14.715 15 15 P100 T -3.212 - 12.238 4.513 -.043 10.99 16 B -4.542 -16.45 5.954 -.029 14.714 17 115 P104 T -1.537 - 11.067 4.765 .234 10.384 18 B -1.241 - 10.869 4.814 .261 10.305 19 15 P117 T -1.538 - 11.067 4.765 -.234 10.384 20 B -1.242 -10.87 4.814 -.261 10.305 21 15 P82 T -2.859 - 11.496 4.319 .131 10.367 22 B - 4.148 - 15.337 5.595 .09 13.741 23 15 P99 T -2.859 - 11.496 4.318 -.131 10.366 24 B -4.148 - 15.337 5.594 -.09 13.741 25 15 P83 T -2.192 - 10.093 3.951 .225 9.196 26 B -3.395 - 13.244 4.925 .16 11.915 9.194 27 15 1 P98 T -2.192 - 10.093 3.95 -.225 28 B -3.395 - 13.244 4.924 -.16 11.915 29 1 15 P84 T -1.278 -8.189 3.456 .332 7.631 30 B -2.347 - 10.423 4.038 .247 9.47 31 15 P97 T -1.278 -8.188 3.455 -.332 7.63 32 B -2.347 - 10.423 4.038 -.247 9.47 33 1 15 P110 T 8.059 1.752 3.154 1.516 7.342 34 B 7.338 1.477 2.931 1.504 6.723 35 15 P111 T 8.059 1.752 3.154 1.625 7.342 36 B 7.338 1.477 2.931 1.638 6.723 37 15 P105 T -.341 -7.426 3.542 .359 7.261 38 B -.09 - 7.542 3.726 .388 7.498 39 15 P116 T -.341 -7.426 3.542 -.359 7.261 40 B -.092 -7.543 3.726 -.388 7.498 41 15 P109 T 7.024 1.348 2.838 1.391 6.457 42 B 6.431 1.032 2.7 1.353 5.982 43 15 P112 T 7.024 1.348 2.838 1.75 6.456 44 B 6.431 1.033 2.699 1.788 5.982 45 115 P85 T -.196 -6.004 2.904 .461 5.909 46 B -1.068 - 7.223 3.078 .371 6.753 47 15 I P96 T -.197 -6.004 2.904 -.46 5.909 48 B -1.069 - 7.223 3.077 -.371 6.753 49 15 P108 T 5.156 .465 2.345 1.205 4.939 50 B 4.817 .057 2.38 1.146 4.788 51 15 P113 T 5.154 .466 2.344 1.937 4.938 52 B 4.816 .058 2.379 1.995 4.787 53 15 1 P106 T 1.095 -3.91 2.502 .57 4.557 54 B 1.276 -4.302 2.789 .583 5.062 55 15 P115 T 1 1.094 -3.91 2.502 -.57 4.556 56 1 B 1.275 -4.302 2.789 -.583 5.061 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:41 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 10.33 - 14.94FT RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 10 LC Plate Label Loc Siemalfksil Sioma2 Tau Max 57 15 P86 T .978 -3.798 2.388 .623 4.37 58 B .422 -4.075 2.249 .569 4.302 59 1 15 P95 T .977 -3.799 2.388 -.623 4.37 60 B .421 -4.075 2.248 -.569 4.301 61 15 P90 T 4.807 1.09 1.859 1.478 4.365 62 B 6.688 1.73 2.479 1.508 6.013 63 15 P91 T 4.807 1.09 1.858 1.663 4.365 64 B 6.688 1.73 2.479 1.633 6.013 65 15 P89 T 4.277 .626 1.825 1.283 4.001 66 B 5.776 1256 2.26 1.365 5.261 67 15 P92 T 4.276 .627 1.825 1.859 4 68 B 5.775 1.256 2.259 1.776 5.261 69 15 P107 T 2.956 -1.172 2.064 .901 3.684 70 B 2.94 - 1.668 2.304 .863 4.041 71 15 P114 T 2.954 -1.172 2.063 2.241 3.683 72 B 2.939 - 1.667 2.303 2.279 4.039 73 15 P88 T 3.336 -.339 1.837 1.061 3.517 74 B 4.134 .247 1.944 1.162 4.016 75 15 P93 T 3.335 -.338 1.837 2.08 3.516 76 B 4.133 .247 1.943 1.98 4.015 77 15 P87 T 2.182 -1.838 2.01 .829 3.486 78 B 2.188 -1.482 1.835 .866 3.198 79 15 P94 T 2.181 -1.838 2.009 2.313 3.484 80 B 2.186 - 1.482 1.834. 2.276 3.196 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:41 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 11 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:39 PM Checked By: STRESSES - 14.94 - 18.17FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1(ksil Siama2iksi Tau Max Von Mi 1 15 P140 T -4.683 - 19.991 7.654 - .004 J 18.109 2 B -3.992 - 17.425 6.717 .008 15.812 3 115 P121 T -4.682 -19.99 7.654 -.004 18.109 4 B -3.995 - 17.426 6.716 -.008 15.812 5 15 P139 T -4.33 - 18.465 7.067 .014 16.726 6 B -3.67 - 16.111 6.22 .025 14.625 7 ! 15 P122 T -4.329 - 18.464 7.068 -.013 16.725 8 B -3.671 - 16.111 6.22 -.025 14.625 9 15 P138 T 1 -3.665 - 15.599 5.967 .025 14.128 10 B -3.067 - 13.639 5.286 .045 12.394 11 15 P123 T -3.665 - 15.599 5.967 -.025 14.127 12 B -3.066 - 13.639 5.287 -.045 12.394 13 15 P137 T -2.758 -11.73 4.486 .041 10.623 14 B -2.26 - 10.299 4.02 .069 9.375 15 15 P124 T -2.759 - 11.729 4.485 -.041 10.622 16 B -2.259 - 10.298 4.019 -.069 9.375 8.165 17 15 P130 T 9.032 2.174 3.429 1.58 18 B 7.731 1.76 2.986 1.583 7.019 19 15 P131 T 9.031 2.174 3.429 1.562 8.165 20 B 7.731 1.76 2.986 1.558 7.019 21 15 P129 T 7.706 1.852 2.927 1.602 6.967 22 B 6.58 1.49 2.545 1.612 5.976 23 115 P132 T . 7.705 1.852 2.927 1.54 6.967 24 1 B 6.58 1.49 2.545 1.529 5.976 25 15I P136 T I -1.697 -7.287 2.795 .072 6.605 26 B -1.344 -6.464 2.56 .112 5.907 27 15 P125 T -1.697 -7.287 2.795 -.072 6.604 28 B -1.344 - 6.463 2.559 -.112 5.907 29 15 P128 T 5.165 1.221 1.972 1.642 4.675 30 B 4.387 .974 1.707 1.67 3.99 31 151 P133 T 5.164 1.22 1.972 1.499 4.675 32 B 4.387 .974 1.707 1.471 3.99 33 15 P135 T -.562 -2.755 1.096 .185 2.521 34 B -.376 -2.568 1.096 .25 2.402 35 ' 15 P126 T -.562 -2.754 1.096 -.185 2.52 36 B -.376 -2.567 1.096 -.25 2.401 37 15 P134 T 1.68 .287 .696 1.302 1.556 38 B 1.439 .141 .649 1.192 1.375 39 15 P127 T 1.679 .287 .696 1.839 1.556 40 B 1.439 .141 .649 1.949 1.374 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 9 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: STRESSES - 18.17 - 25.97FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi Tau Maxfksil 1 1 15 P161 T -.515 - 19.686 9.585 -.004 I -.006 19.4341 2 B .176 - 15.982 8.079 16.071 3 15 P180 T -.516 - 19.687 9.585 .004 19.434 4 B .177 - 15.982 8.08 .006 16.071 5 i 15 P179 T -.543 - 18.254 8.856 .012 17.989 6 _ B .235 - 14.804 7.52 .018 14.923 7 115 P162 T -.541 - 18.253 8.856 -.012 17.989 8 B .234 - 14.804 7.519 -.018 14.922 9 115 P160 T 1.848 - 16.502 9.175 .007 17.5 10 B .488 - 20.054 10271 .007 20.302 17.5 11 1 151 P141 T 1.85 - 16.501 9.176 -.007 12 B .485 - 20.054 10.27 -.007 20.301 13 15 , P200 T .781 - 15.923 8.352 .006 16.328 14 B -.692 - 18.903 9.105 .008 18.566 15 15 P181 T .782 - 15.923 8.352 -.006 16.327 16 B -.693 - 18.903 9.105 -.008 18.566 17 15 P159 T 1.674 - 15.287 8.48 .021 16.189 18 B .495 - 18.553 9.524 .022 18.805 19 15 P142 T 1.676 - 15.285 8.481 -.021 16.188 20 B .493 - 18.553 9.523 -.022 18.804 21 15 P178 T -.563 - 15.542 7.489 .023 15.268 22 B .317 - 12.585 6.451 .031 12.746 15.267 23 115 P163 T -.563 - 15.541 7.489 -.023 24 B .316 - 12.584 6.45 -.031 12.745 25 15 P199 T .626 - 14.811 7.719 .019 15.134 26 8 -.529 - 17.513 8.492 .023 17.254 27 15 P182 T .627 - 14.811 7.719 -.019 15.134 28 B -.53 - 17.513 8.491 -.023 17.254 13.725 29 15 P158 T 1.361 - 12.993 7.177 .039 30 B .497 - 15.728 8.113 .038 15.983 31 15 P143 T 1.36 - 12.993 7.177 -.038 13.724 32 B .498 - 15.727 8.113 -.038 15.982 33 15 P198 T .379 - 12.694 6.537 .036 12.888 34 B -.267 - 14.897 7.315 .04 14.765 35 115 P183 T .38 - 12.693 6.536 -.036 12.887 36 B -.268 - 14.896 7.314 -.04 14.764 37 115 P177 T -.529 - 11.837 5.654 .039 11.582 38 B .368 -9.575 4.971 .047 9.764 39 15 P164 T I -.53 - 11.837 5.653 -.039 11.581 40 B .368 -9.574 4.971 -.047 9.764 41 15 P157 T .977 -9.874 5.425 .064 10.397 42 B .469 - 11.908 6.188 .06 12.149 43 15 P144 T I .976 -9.874 5.425 -.064 10.396 44 B .47 - 11.907 6.188 -.06 12.148 9.847 45 15 P197 T .139 -9.777 4.958 .06 46 B -.003 - 11.355 5.676 .062 11.354 47 15 P184 T .139 -9.776 4.957 -.06 9.846 48 B -.002 -11.354 5.676 -.062 11.353 49 15 P170 T 8.661 .447 4.107 1.581 8.446 50 B 6.768 -.286 3.527 1.579 6.916 51 15 P171 T 8.661 .447 4.107 1.561 8.446 52 B 6.768 -.286 3.527 1.563 6.916 53 15 P151 T 7.369 -.711 4.04 1.556 7.749 54 B 8.755 -.336 4.546 1.56 8.928 55 ! 15 P150 T 7.369 -.711 4.04 1.585 7.749 56 B 8.756 -.336 4.546 1.582 8.928 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 12 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC_ _ Plate Label Loc Sigmallksil Sigma2lksi Tau Max k Anolefradl Von Mi 57 ' 15 P176 T -.399 -7.528 3.565 .07 7.337 58 1 B .344 -6.105 3225 .074 6.285 59 15 P165 T -.399 -7.528 3.564 -.07 7.336 60 B .344 -6.105 3.224 -.074 6.284 61 15 P172 T 7.336 .355 3.49 1.537 7.165 62 B 5.717 -.231 2.974 1.543 5.836 63 15 P169 T 7.336 .355 3.49 1.605 7.165 64 B 5,717 -.231 2.974 1.599 5.836 65 15 P191 T 6.878 -.027 3.452 1.555 6.891 66 B 7.874 -.009 3.941 1.559 7.879 67 15 P190 T 6.878 -.027 3.452 1.587 6.891 68 B 7.874 -.008 3.941 1.582 7.879 69 15 P152 T 6.274 -.628 3.451 1 .521 6.61 70 B 7.437 -.291 3.864 1.533 7.587 71 15 P149 T 6.274 -.628 3.451 1.621 6.61 72 B 7,437 -.291 3.864 1.608 7,587 73 15 P156 T .605 -6.266 3.435 .112 6.589 74 B .394 - 7.519 3.956 .097 7.723 75 15 P145 T .604 -6.265 3.435 -.112 6.588 76 B .394 -7518 3.956 -.097 7.722 6.353 77 15 P196 T -.001 -6.353 3.176 .107 78 B .184 -7.283 3.734 .099 7.377 6.352 79 15 P185 T -.002 -6.353 3.175 -.107 80 B .184 -7.282 3.733 -.098 7.376 81 15 P192 T 5.8 -.067 2.933 1.516 5.833 82 B 6.644 .011 3316 1.53 6.638 5.833 83 15 P189 T 5.799 -.067 2.933 1.625 84 B 6.644 .011 3316 1.612 6.638 4.723 85 15 P173 T 4.808 .175 2.316 1.491 86 B 3.71 -.132 1.921 1.5 3.778 4.723 87 15 P168 T 4.808 .175 2.316 1.65 88 T B 3.71 -.132 1.921 1.641 3.778 89 15 P153 T 4.184 -.496 2.34 1.455 4.453 90 B 4.927 -.205 2.566 1.479 5.032 91 15 P148 T 4.184 -.495 2.34 1.687 4.453 92 B 4.927 -.205 2.566 1.662 5.032 93 15 P193 T 3.754 -.154 1.954 1.443 3.833 94 B 4.303 .028 2.138 1.467 4.289 95 15 P188 T 3.754 -.153 1.953 1.699 3.833 96 B 4.303 .028 2.137 1.674 4.289 97 15 P175 T -.148 -3.084 1.468 .176 3.013 98 B .262 -2.548 1.405 .158 2.689 99 15 P166 T -.148 -3.083 1.468 -.176 3.012 100 B .262 -2.548 1.405 -.158 2.688 101 15 P195 T .034 -2.822 1.428 .249 2.839 102 B .301 -3.132 1.716 .205 3.293 103 15 P186 T .033 -2.821 1.427 -.249 2.837 104 B .3 -3.131 1.716 -.205 3.292 105 15 P155 T .354 -2.605 1.48 .27 2.799 106 B .323 -3.059 1.691 .22 3.233 107 15 P146 T .353 -2.604 1.479 -.269 2.798 108 B .323 -3.058 1.69 -.219 3.231 109 15 P154 T 1.437 -.465 .951 1.171 1.717 110 B 1.577 -.246 .911 1.201 1.713 111 15 P147 T 1.436 -.464 .95 1.97 1.716 112 B 1.577 -.245 .911 1.94 1.712 113 15 P174 T 1.384 -.162 .773 1.25 1.471 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 13 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:42 PM Checked By: Plate Principal Stresses (BV Combination) (Continued) LC Plate Label Loc Siama1fksil Si 114 B 1.014 -.1 .557 1.213 1.067 115 15 P167 T 1.384 -.161 .772 1.891 1.471 116 B 1.013 -.099 .556 1.927 1.066 117 15 P194 T 1.102 -.443 .772 1.104 1.378 118 B 1254 -.172 .713 1.093 1.348 119 15 P187 T 1.101 -.442 .772 2.037 1.376 120 B 1.253 -.171 .712 2.048 1.347 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 14 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: STRESSES - 25.97 - 33.77FT Plate Principal Stresses (By Combination) LC Plate Label Loc Siomalrksi Sigma2lksi Tau Ma 1 15 P220 T -.014 - 19.442 9.714 .004 ( 19.435 2 B .028 - 16.957 8.493 .006 16.971 3 15 P201 T -.014 - 19.442 9.714 -.004 19.435 4 B .028 - 16.957 8.492 -.006 16.971 5 : 15 . P260 T .389 -18.2 9.295 .004 18.398 6 B -.125 - 16.451 8.163 .007 16.389 7 15 ' P241 T .389 -18.2 9.294 -.004 18.398 8 B -.125 -16.45 8.163 -.007 16.388 9 15 P219 T -.136 -18.09 8.977 .013 18.023 10 B .157 - 15.729 7.943 .019 15.808 11 15 P202 T -.136 -18.09 8.977 -.013 18.022 12 B .157 - 15.729 7.943 - .019 15.808 13 15 P259 T .173 - 16.996 8.584 .014 17.083 14 B .084 - 15.273 7.678 .02 15.315 15 ' 15 P242 T .173 - 16.995 8.584 -.014 17.082 16 B ,084 - 15.272 7.678 -.02 15.314 17 15 P240 T .694 - 16.692 8.693 .006 17.049 18 B -.816 - 18.838 9.011 .008 18.444 19 15 P221 T .695 - 16.691 8.693 -.006 17.049 20 B -.816 - 18.838 9.011 -.007 18.444 21 15 P239 T .489 - 15.578 8.034 .018 15.828 22 B -.587 - 17.476 8.444 .023 17.19 23 15 P222 T .489 - 15.577 8.033 -.018 15.828 24 B -.587 - 17.475 8.444 -.023 17.189 15.362 25 15 P218 T -.31 - 15.515 7.602 .025 26 B .345 - 13.416 6.881 .033 13.592 27 15 P203 T -.31 - 15.514 7.602 -.025 15.361 28 B .345 - 13.416 6.88 -.033 13.591 14.61 29 15 rl P258 T -.152 - 14.686 7.267 .026 30 B .393 - 13.059 6.726 .035 13.26 31 15 P243 T -.152 - 14.684 7.266 -.026 14.609 32 B .393 - 13.058 6.725 -.034 13.258 33 15 P238 T .171 - 13.445 6.808 .034 13.531 34 1 B -.224 - 14.912 7.344 .039 14.801 35 ' 15 P223 T .171 - 13.444 6.807 -.034 13.53 36 B -.224 -14.91 7.343 -.039 14.8 37 15 P217 T -.432 - 11.963 5.765 .043 11.753 38 B .488 - 10.281 5.385 .05 10.534 39 15 P204 T -.433 - 11.962 5.765 -.043 11.751 40 B .488 -10.28 5.384 -.049 10.533 41 15 P257 T -.423 - 11.468 5.523 .045 11.263 42 B .644 - 10.067 5.355 .052 10.403 43 15 P244 T -.423 - 11.467 5.522 -.045 11.261 44 B .643 - 10.065 5.354 -.052 10.402 45 1 15 P237 T -.116 - 10.478 5.181 .058 10.42 46 B 1 .126 - 11.443 5.785 .06 11.507 47 1 15 P224 T -.116 - 10.477 5.18 -.058 10.419 48 B .126 - 11.442 5.784 -.06 11.506 49 151 P211 T 8.252 .405 3.924 1.559 8.058 50 B 6.802 - .411 3.606 1.562 7.016 51 15 P210 T 8.252 .405 3.924 1.583 8.058 52 B 6.801 -.411 3.606 1.58 7.016 53 15 P216 T -.414 -7.788 3.687 .076 7.589 54 B .504 -6.667 3.586 .077 6.933 55 15 P205 T -.415 -7.787 3.686 -.076 7.588 56 B .504 - -6.666 3.585 -.077 6.932 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 15 LC Plate Label L Tau Max ksil 57 15 P256 T -.502 -7.644 3.571 .08 7.406 58 B .706 -6.628 3.667 .078 7.008 59 15 P245 T -.503 -7.643 3.57 -.08 -.078 7.405 7.007 60 B .706 -6.627 3.667 61 15 P251 T 7.413 .456 3.478 1.557 7.196 62 B 6.168 -.568 3.368 1.56 6.471 63 15 P250 T 7.413 .457 3.478 1.585 7.196 64 B 6.168 -.568 3.368 1.581 6.471 65 15 P236 T -.245 -6.96 3.357 .102 6.841 66 B .344 -7.456 3.9 .094 7.634 6.84 67 15 P225 T -.246 -6.959 3.357 -.102 68 T B .344 -7.455 3.9 -.093 7.633 69 15 P231 T 6.914 .207 -.156 3.354 3.785 1.554 1.559 6.813 7.493 70 B 7.413 71 15 P230 T 6.914 .207 3.353 1.588 6.813 72 B 7.413 -.156 3.785 1.583 7.493 6.785 73 15 P212 T 6.928 .296 3.316 1.53 74 B 5.699 -.318 3.008 1.538 5.864 6.785 75 15 P209 T 6.928 .297 3.316 1.612 76 B 5.699 -.318 3.008 1.603 5.864 6.006 77 15 P252 T 6.156 .312 2.922 1.522 78 B 5.12 -.425 2.773 1.534 5.345 79 15 P249 T 6.156 .313 2.922 1.619 6.006 80 B 5.12 -.425 2.772 1.608 5.345 5.715 81 15 P232 T 5.769 .109 2.83 1.512 82 B 6.202 -.094 3.148 1.528 6.249 5.715 83 15 P229 T 5.768 .109 2.83 1.629 84 B 6.202 -.094 3.148 1 614 6 249 85 15 P213 T 4.41 .086 2.162 1.473 4.368 86 B 3.599 -.159 1.879 1.485 3.681 4.368 87 15 P208 T 4.41 .086 2.162 1.669 88 B 3.599 -.158 1.879 1.656 3.681 89 15 P253 T 3.778 .039 1.87 1.453 3.759 90 B 3.131 -.181 1.656 1.469 3.225 91 15 P248 T 3.778 .039 1.869 1.689 3.758 92 B 3.13 -.181 1.655 1.672 3.224 93 15 P233 T 3.605 -.087 1.846 1.431 3.649 94 T B 3.903 -.004 1.954 1.458 3.905 95 15 P228 T 3.604 -.086 1.845 1.711 3.648 96 B 3.903 -.004 1.953 1.684 3.905 97 15 P255 T -.331 -3.619 1.644 .182 3.465 98 B .57 -3.105 1.838 .147 3.426 3.464 99 15 P246 T -.332 -3.618 1.643 -.182 100 B .57 -3.105 1.837 -.146 3.425 101 15 P215 T -.214 -3.441 1.614 .182 3.339 102 B .4 -2.959 1.679 .154 3.178 3.338 103 15 P206 T -.215 -3.44 1.613 -.181 104 B .4 - 2.958 1.679 -.154 3.177 105 15 P235 T -.145 -3.284 1.57 .229 3.214 106 B .42 -3.382 1.901 .183 3.61 107 15 P226 T -.145 -3.283 1.569 -.229 3.213 108 B .42 -3.381 1.9 -.183 3.609 109 15 P214 T B 1.075 .865 -.335 -.142 .705 .504 1.15 1.062 1.276 .944 110 1111 15 P207 T 1.074 -.334 .704 1.991 1.275 112 B .865 -.141 .503 2.079 .943 113 15 P234 T .863 -.569 .716 1.023 1.249 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 16 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:45 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Sigmal(ksil Siorna2(ksil Tau Max[ksi Anole(radl Von Mises[ksi 114 B 1.016 -.217 .617 .958 1.14 1151 15 , P227 T .862 -.567 .715 2.118 1.247 116 B 1.015 -.216 .615 2.183 1.138 117 15 P254 T .72 -.515 .617 1.034 1.074 118 B .693 -.208 .451 .849 .818 119 15 P247 T .719 -.514 .616 2.107 1.072 120 B .692 -.207 _ .45 2.293 .816 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 17 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: STRESSES - 33.77 - 41.58FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1l'ksi 1 15 P300 T .548 - 18.269 9.408 .005 18.549 2 B -.428 - 17.227 8.4 .007 -.005 17.017 18.549 3 115 P281 T I .548 - 18.269 9.408 4 B -.428 - 17.226 8.399 -.007 17.017 5 15 P280 T .692 - 17.402 9.047 .006 17.758 6 B -.914 - 19.005 9.045 .008 18.565 7 1 15 P261 T .692 - 17.401 9.047 -.006 17.757 8 B -.914 - 19.005 9.045 -.007 18.565 9 1151 P299 T .273 - 17.115 8.694 .015 17.253 10 1 B -.149 - 16.015 7.933 .021 15.941 11 15 , P282 T .272 - 17.114 8.693 -.015 17.252 12 1 B -.149 - 16.014 7.932 -.021 15.94 17.135 13 115 P320 T .931 - 16.651 8.791 .006 14 1 B -.91 - 17.964 8.527 .008 17.526 17.135 15 15 P301 T .931 -16.65 8.79 -.005 16 B -.91 - 17.963 8.527 -.007 17.526 16.513 17 15 P279 T .437 -16.29 8.364 .018 18 B -.629 - 17.656 8.513 .023 17.35 16.512 19 15 P262 T .437 - 16.289 8.363 -.018 20 B -.628 - 17.655 8.513 -.023 17.349 15.95 21 15 P319 T .599 - 15.642 8.121 .017 22 B -.563 - 16.703 8.07 .023 16.429 23 15 P302 T .598 - 15.641 8.12 -.017 15.949 24 B -.562 - 16.701 8.07 -.023 16.427 25 1 15 P298 T -.145 -14.89 7.372 .028 14.818 26 1 B I .274 - 13.739 7.007 .035 13.878 27 15 P283 T -.146 - 14.889 7.371 -.028 - .035 14.816 13.877 14.172 28 B .275 - 13.737 7.006 29 151 P278 T .046 - 14.149 7.097 .034 30 1 B -.179 - 15.117 7.469 .039 15.029 14.17 31 15 P263 T .045 - 14.148 7.097 -.033 32 B 1 -.179 - 15.116 7.468 -.039 15.027 33 15 P318 T .086 - 13.687 6.886 .033 13.73 34 1 B 1 -.023 - 14.337 7.157 .039 14.326 35 15 P303 T .085 - 13.685 6.885 -.033 13.728 36 B -.022 - 14.335 7.156 -.039 14.324 37 15 P297 T -.504 - 11.767 5.632 .048 11.524 38 B .642 - 10.666 5.654 .053 11.001 39 115 P284 T -.504 - 11.766 5.631 -.048 11.522 40 1 B .642 - 10.664 5.653 -.052 10.999 41 1 15 P277 T -.3 -11.15 5.425 .057 11.003 42 B .248 - 11.686 5.967 .059 11.812 43 15 P264 T -.301 - 11.148 5.424 -.056 11.001 44 B .248 - 11.685 5.966 -.059 11.811 45 15 P317 T -.377 -10.92 5.271 .055 10.736 46 B .476 - 11.149 5.813 .057 11.395 47 15 P304 T -.378 - 10.918 5.27 -.055 10.734 48 B .477 - 11.148 5.812 -.057 11.394 49 15 P296 T -.629 -8.021 3.696 .083 7.726 50 B .785 - 7.137 3.961 .079 7.56 51 15 P285 T -.63 -8.02 3.695 -.083 7.725 52 B .785 -7.136 3.96 -.078 7.559 53 15 P276 T -.442 -7.561 3.559 .098 7.35 54 B .496 -7.742 4.119 .09 8.002 55 15 P265 T -.442 -7.56 3.559 -.098 7.349 56 B .496 -7.741 4.119 -.09 8.001 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 18 LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max 57 15 P316 T -.587 -7.571 3.492 096 7.295~ 58 B .737 -7.498 4.118 .086 7.893 59 15 P305 T -.588 -7.569 3.491 -.096 7.293 60 B .737 -7.497 4.117 -.085 7.892 61 ! 15 P291 T 7.044 _ .565 3.24 1.554 6.779 62 r B 6.014 - .619 3.316 1.559 6.346 63 ! 15 P290 T 7.044 .565 3.24 1.587 6.779 64 B 6.014 -.619 3.316 1.582 6.346 65 15 P271 T 6.856 .391 3.232 1.553 6.669 66 B 6.993 -.305 3.649 1.558 7.151 67 15 P270 T 6.855 .391 3.232 1.589 1.584 6.668 7.151 68 B 6.993 -.305 3.649 69 15 P311 T 6.207 .52 2.844 1.551 5.965 70 B 6.078 -.533 3.305 1.557 6.361 71 15 P310 T 6.207 .52 2.844 1.591 5.964 72 B 6.078 -.533 3.305 1.584 6.361 73 15 P292 T 5.774 .377 2.699 1.514 5.596 74 1 B 4.936 -.446 2.691 1.528 5.174 75 15 P289 T 5.774 .377 2.698 1.628 5.595 76 B 4.936 7.447 2.691 1.614 5.174 77 15 P272 T 5.651 .24 2.706 1.508 5.535 78 B 5.79 -.199 2.995 1.524 5 892 79 15 P269 T B 5.651 5.79 .241 -.199 2.705 2.995 1.633 1.617 5.535 5.892 4.89 80 81 15 P312 T 5.042 .32 2.361 1.501 82 B 4.971 -.362 2.667 1.521 5.162 83 15 P309 T 5.041 .321 2.36 1.641 4.889 84 B 4.97 -.363 2.666 1621 5.161 3.835 85 15 P295 T -.45 -4.041 1.795 .18 86 B .675 -3.521 2.098 .141 3.902 3.834 87 15 P286 T -.451 -4.04 1.794 -.18 88 B .674 -3.52 2.097 -.141 3.901 89 15 P315 T -.457 -3.986 1.764 .199 3.778 90 B .713 - 3.767 2.24 .15 4.17 91 15 P306 T -.457 -3.985 1.764 -.199 3.777 92 B .713 -3.767 2.24 -.15 4.169 93 15 P275 T -.303 -3.768 1.732 .211 3.626 94 B .539 -3.705 2.122 .167 4.002 95 15 P266 T -.304 -3.767 1.732 -.211 3.625 96 B .539 - 3.704 2.121 -.167 4.001 3.413 97 15 P273 T 3.387 -.052 1.72 1.416 98 B 3.514 -.039 1.777 1.443 3.534 3.412 99 15 P268 T 3.386 -.052 1.719 1.725 100 B 3.514 -.039 1.777 1.699 3.534 101 15 P293 T 3.385 .023 1.681 1.428 3.374 102 B 2.898 -.162 1.53 1.447 2 983 103 15 P288 T 3.384 .023 1.681 1.713 3.373 104 B 2.897 -.162 1.53 1.694 2.982 105 15 P313 T 2.864 -.059 1.461 1.393 2.894 106 B 2.883 -.095 1.489 1.424 2.932 1071 15 P308 T 2.863 -.058 1.461 1.748 2.893 108 B 2.882 -.095 1.489 1.717 2.931 109 15 P274 T .613 -.739 .676 .918 1.172 110 B .838 -.35 .594 .78 1.057. 111 151 P267 T .611 -.737 .674 2.224 1.17 112 B .837 -.349 .593 -.78 1.055 113 15 P314 T .323 -.938 .631 .797 1.135 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 19 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:47 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siamalfksi 114 i B .708 -.521 .615 .588 1.069 115 15 P307 T .322 -.937 .63 2.345 1.133 116 B .706 -.52 .613 -.587 1.066 117 15 P294 T .451 -.743 .597 .887 1.044 118 B .637 -.395 .516 .644 .902 119 15 P287 T .45 -.742 .596 2.255 1.042 120 B .635 -.394 .515 -.644 .9 RISA -3D Version 10.0.1 [C : \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 20 LC Plate Label Loc Siamalfksi Siama2fksi Tau Max Analefradl Von Mi 1 15 P340 T .686 - 17.835 9.26 .005 1 18.187 L 16.92 2 B -.683 - 17.251 8.284 .007 3 15 P321 T .686 - 17.834 9.26 -.005 18.187 4 B -.683 -17.25 8.284 -.007 16.919 5 15 P380 T .974 -16.81 8.892 .005 17.317 6 B -.768 - 16.495 7.864 .007 16.125 7 15 P361 T .973 - 16.809 8.891 -.005 17.317 8 B -.767 - 16.495 7.864 -.007 16.125 9 ' 15 P360 T .993 - 16.523 8.758 .006 17.041 10 B -1.043 - 17.671 8.314 .008 17.173 11 151 P341 T .992 - 16.523 8.758 -.006 17.041 12 B _ -1.042 -17.67 8.314 -.008 17.173 13 15 P339 T .353 - 16.763 8.558 .016 16.943 14 B -.337 - 16.057 7.86 .021 15.891 15 15 I P322 T .352 - 16.762 8.557 -.016 16.941 16 B -.336 - 16.055 7.86 -.021 15 89 17 15I P379 T I .567 -15.86 8.213 .016 16.15 18 B -.358 - 15.368 7.505 .022 15.192 16.149 19 15 P362 T .566 - 15.858 8.212 -.016 20 B -.357 - 15.366 7.505 -.022 15.191 21 15 P359 T .611 - 15.572 8.091 .018 15.886 22 B -.641 -1452 7.906 .023 16.141 23 15 P342 T .61 - 15.571 8.09 -.018 15.885 24 B -.64 - 16.451 7.905 -.023 16.14 25 15 P338 T -.156 - 14.685 7.265 .029 14.608 26 B .196 - 13.817 7.006 .036 13.916 14.606 27 15 ! P323 T -.157 - 14.684 7.264 -.029 28 B .196 - 13.815 7.006 -.036 13.915 29 15 P378 T -.061 - 14.003 6.971 .03 13.972 30 B .272 - 13.258 6.765 .037 13.396 31 15 P363 T -.062 - 14.001 6.97 -.03 13.97 32 B .273 - 13.256 6.765 -.037 13.395 33 15 P358 T .02 - 13.717 6.868 .033 13.727 34 B -.015 - 14.169 7.077 .039 14.161 35 15 P343 T .019 - 13.715 6.867 -.033 13.725 36 B -.014 - 14.167 7.077 -.038 14.16 37 15 P337 T -.599 - 11.745 5.573 .05 11.458 38 B .671 -10.8 5.736 .054 11.151 39 15 P324 T -.6 - 11.744 5.572 -.05 11.456 40 B .672 - 10.798 5.735 -.053 11.149 41 15 I P377 T -.622 - 11.346 5.362 .051 11.048 42 B .834 - 10.429 5.631 .054 10.87 43 15 P364 T -.623 - 11.345 5.361 -.051 11.046 44 B .835 - 10.426 5.631 -.054 10.868 _ 45 15 P357 T -.511 -11.07 5.28 .056 10.824 46 B .565 - 11.099 5.832 .057 11.392 47 15 P344 T -.512 - 11.069 5.278 -.056 10.822 48 B .566 - 11.097 5.831 -.057 11.39 49 15 P336 T -.769 -8.185 3.708 .086 7.829 50 B .885 -7.344 4.114 .079 7.824 51 15 P325 T -.769 -8.184 3.707 -.085 7.827 52 B .885 -7.342 4.114 -.079 7.822 53 15 P376 T -.868 -8.088 3.61 .087 7.691 54 B 1.083 -7.201 4.142 .077 7.799 55 15 P365 T -.869 -8.087 3.609 -.087 7.69 56 B 1.083 -7.2 4.142 -.077 7.798 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: STRESSES - 41.58 - 49.38FT Plate Principal Stresses (Bv Combination) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 21 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siamalfksi 57 15 P356 T -.75 -7.836 3.543 .095 7.489 58 I B .866 -7.59 4.228 .083 8.058 59 15 P345 T -.751 -7.835 3.542 -.095 7.488 60 B .867 -7.589 4.228 -.083 8.057 61 15 P331 T 6.452 .687 2.882 1.552 6.137 62 B 5.52 -.698 3.109 1.557 5.9 63 15 P330 T 6.452 .687 -.698 2.882 3.109 1.589 1.584 6.137 64 T B 5.52 5.9 65 15 P351 T 5.75 .668 2.541 1.548 5.446 66 B 5.433 -.662 3.048 1.556 5.792 67 115 P350 T 5.749 .669 2.54 1.593 5.446 68 B 5.433 -.663 3.048 1.586 5.792 69 15 P371 T 5.654 .777 2.438 1.549 5.308 70 B 4.74 -.856 2.798 1.556 5.221 71 15 P370 T 5.654 .778 2.438 1.592 5.308 72 B 4.74 -.857 2.798 1.586 5.221 73 15 P332 T 5.206 .452 2.377 1.505 4.995 74 B 4.467 -:491 2.479 1.521 4.732 4.994 75 15 P329 T 5.205 .453 2.376 1.637 76 I B 4.467 -.492 2.479 1.62 4.732 77 781 15 P352 T 4.588 .418 2.085 1.491 4.394 B 4.371 -.451 2.411 1.515 4.613 4.393 79 15 P349 T 4.588 .42 2.084 1.65 80 B 4.37 -.451 2.411 1.627 4.613 4.243 81 15 P372 T 4.471 .5 1.985 1.493 82 B 3.766 -.597 2.182 1.514 4 097 83 15 P369 T 4.47 .502 1.984 1.648 4.242 84 B 3.765 -.598 2.182 1.627 4.097 4.238 85 15 P375 T -.702 -4.546 1.922 .169 86 B .952 -3.909 2.431 .126 4.462 87 15 P366 T -.702 -4.545 1.921 -.169 4.237 88 B .951 -3.908 2.43 -.126 4.461 89 15 P335 T -.583 -4.362 1.89 .175 4.102 90 B .787 - 3.806 2.297 .134 4.255 4.101 91 15 P326 T -.583 -4.361 1.889 -.175 92 B .786 -3.805 2.296 -.134 4.253 93 15 P355 T -.601 -4.336 1.867 .188 4.069 94 B .826 -4.008 2.417 .139 4.478 , 95 15 P346 T -.601 -4.335 1.867 -.188 4.068 96 B .825 -4.007 2.416 -.138 4.477 97 15 P333 T 2.876 .011 1.432 1.399 2.87 98 B 2.486 -.159 1.322 1.419 2 569 99 15 P328 T 2.875 .012 1.431 1.743 2.869 100 B 2.485 -.159 1.322 1.722 2.568 101 15 P353 T 2.434 -.055 1.245 1.36 2.462 102 B 2.382 -.123 1.252 1.394 2.446 103 15 P348 T 2.434 -.054 1.244 1.781 2.461 104 B 2.38 -.124 1.252 1.747 2.445 105 15 P373 T 2.278 -.02 1.149 1.358 2.288 106 B 1.946 -.186 1.066 1.381 2.045 107 15 P368 T 2.277 -.018 1.147 1.783 2.286 108 B 1.944 -.187 1.066 1.76 2.044 109 15 P374 T -.024 -1.296 .636 .59 1.284 110 B .631 -.933 .782 .363 1.362 111 15 P367 T -.024 -1.294 .635 -.59 1.283 112 B .628 -.933 .781 -.363 1.36 113 15 P354 T 1 .102 -1.202 .652 .661 1.256 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 22 LC Plate Label Loc Sjma1Fksil SJma2(ks Tau Maxfksi Analefradl Von Mises 114 B .664 -.807 .735 .442 1.275 1151 15 P347 T I .102 -1.2 .651 -.66 1.254 116 B .662 -.806 .734 -.442 1.273 1171 15 I P334 T .197 -1.008 .603 .732 1.12 1` 18 B .615 -.657 .636 .481 1.102 1191 15 P327 T I .196 -1.007 .601 -.732 1.118 120 B .613 -.657 .635 -.48 1.1 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:49 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 23 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (BY Combination) STRESSES - 49.38 - 57.18FT LC Plate Label Loc Sinmal[ksil Siama2fksi Tau Max[ksi 1 115 P420 T 7 .998 - 17.175 9.087 .006 j 17.696 2 B -.93 - 17.139 8.105 .007 16.694 3 15 P401 T .997 - 17.175 9.086 -.005 17.695 4 B -.929 - 17.139 8.105 -.007 16.693 5 15 P400 T .971 - 17.125 9.048 .006 17.63 17.583 6 B -1.149 -18.13 8.49 .008 7 15 P381 T .97 - 17.124 9.047 -.006 17.629 8 B -1.148 - 18.129 8.49 -.008 17.583 9 15 P440 T 1.201 - 16.226 8.714 .006 16.859 10 B - 1.132 - 17.167 8.018 .008 16.63 16.858 11 15 P421 T 1.2 - 16.226 8.713 -.006 12 B I L - 1.131 - 17.167 8.018 -.008 16.63 13 15 P419 T I .569 - 16.253 8.411 .017 16.544 14 B -.49 - 16.004 7.757 .022 15.765 15 15 P402 T .567 - 16.252 8.409 -.017 16.542 16 B -.488 - 16.002 7.757 -.022 15.764 16.472 17 15 P399 T .566 - 16.182 8.374 .018 18 B -.717 - 16.916 8.1 .023 16.57 16.47 19 151 P382 T .564 - 16.181 8.373 -.018 20 B -.715 - 16.914 8.099 -.023 16.568 21 15 P439 T .737 - 15.392 8.065 .019 15.774 22 B -.654 - 16.041 7.693 .023 15.724 23 15 P422 T .735 - 15.392 8.063 -.019 15.772 24 B -.652 -16.039 7.693 -.023 15.723 14.395 25 15 P418 T -.093 - 14.441 7.174 .032 26 B .192 - 13.878 7.035 .037 13.975 27 15 P403 T -.096 -14.44 7.172 -.032 14.392 28 B .194 - 13.876 7.035 -.037 13.974 29 15 P398 T -.058 - 14.337 7.139 .034 14.308 30 B -.042 - 14.642 7.3 .039 14.621 31 115 P383 T -.06 - 14.335 7.138 -.034 14.305 32 B -.04 - 14.639 7.3 -.039 14,619 13.754 33 15 P438 T .018 - 13.745 6.882 .035 34 B .088 - 13.934 7.011 .039 13.978 35 115 P423 T .015 - 13.745 6.88 -.034 13.752 36 B .091 - 13.931 7.011 -.038 13.977 37 15 P417 T -.685 - 11.832 5.574 .053 11.505 38 B .809 - 11.024 5.916 .054 11.449 39 15 P404 T -.687 - 11.831 5.572 -.053 11.503 40 B .81 - 11.021 5.916 -.054 11.448 11.394 41 15 P397 T -.616 - 11.689 5.536 .056 42 B .586 -11.58 6.083 .056 11.885 43 15 P384 T -.618 - 11.688 5.535 -.056 11.391 44 B .588 - 11.578 6.083 -.056 11.883 45 15 P437 T -.633 - 11.353 5.36 .057 11.05 46 B ,768 - 11.108 5.938 .056 11.511 47 15 P424 T -.635 - 11.352 5.358 -.057 11.048 48 B .77 - 11.106 5.938 -.055 11.51 49 15 P416 T -.943 -8.608 3.833 .088 8.178 50 1 B 1.099 -7.762 4.43 .077 8.365 51 15 P405 T -.944 -8.607 3.832 -.088 8.176 52 B 1.099 -7.76 4.43 -.077 8.364 53 15 P396 T -.86 -8.432 3.786 .094 8.036 54 B .917 - 8.077 4.497 .081 8.572 55 15 P385 T I -.861 -8.43 3.785 -.093 8.034 56 B .917 -8.075 4.496 -.081 8.571 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 24 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max 57 15 P436 T -.934 -8.368 .093 7.942 58 7 B 1.105 _3.717 -7.886 4.495 .078 8.492 59 15 P425 T -.935 -8.367 3.716 -.092 7.941 60 B 1.105 -7.884 4.495 -.078 8.491 61 15 P391 T 5.456 .768 2.344 1.546 5.115 62 B 5.007 -.724 2.865 1.554 5.405 63 15 P390 T 5.455 .768 2.343 1.595 5.115 64 B 5.006 -.725 2.865 1.588 5.405 65 15 P411 T 5.227 .835 2.196 1.545 4.863 66 B 4.4 -.87 2.635 1.553 4.894 67 15 P410 T 5.227 .836 -.871 _._ 2.195 2.635 1.596 1.588 4.863 4.893 68 B 4.4 69 15 P415 T -.769 -5.071 2.151 .161 4.734 70 B .986 - 4.425 2.705 .121 4.991 71 15 P406 T -.769 -5.07 2.151 -.161 4.733 72 B -985 -4.424 2.704 -.121 4.99 73 15 P435 T -.782 -5.064 2.141 .165 4.722 74 B 1.012 -4.594 2.803 .121 5.175 75 15 P426 T -.781 -5.062 2.141 2.802 -.165 -.121 4.721 5.173 76 B 1.011 -4.593 77 i 15 P395 T -.693 -4.876 2.091 .175 4.569 78 B .876 -4.49 2_683 .131 4 986 79 ! 15 T P386 T B -.693 .875 -4.875 -4.489 2.091 2.682 -.174 -.131 4.568 4.985 80 81 15 P431 T 4.692 .843 1.925 1.542 4.333 82 B 4.116 -.878 2.497 1.551 4 617 83 15 P430 T 4.692 .844 1.924 1.6 4.332 84 B 4.115 -.878 2.497 1.59 4.617 85 15 P392 T 4.26 .484 1.888 1.481 4.039 86 B 3.938 -.495 2.216 1.505 4 207 87 15 P389 T 4.259 .486 1.887 1.66 4.038 88 B 3.937 -.496 2.216 1.636 4.207 89 15 P412 T 4.029 .532 1.748 1.478 3.791 90 B 3.406 -.604 2.005 1.503 3.744 91 15 P409 T 4.028 .534 1.747 1.663 3.789 92 B 3.405 -.605 2.005 1.638 3.744 93 15 P432 T 3.557 .528 1.515 1.463 3.325 94 B 3.137 -.606 1.872 1.495 3.48 95 15 P429 T 3.557 .53 1.513 1.678 3.324 96 B 3.135 - .608 1.872 1.646 3.479 97 15 P393 T 2.064 -.065 1.065 1.314 2.098 98 B 1.956 -.158 1.057 1.345 2.04 99 15 P388 T 2.064 -.063 1.063 1.827 2.096 100 B 1.954 -.159 1.057 1.796 2.038 101 15 P413 T 1.838 -.057 .947 1.294 1.867 102 B 1.574 -.208 .891 1.317 1.687 103 15 P408 T 1.837 -.054 .945 1.848 1.865 104 B 1.572 -.209 .891 1.824 1.686 105 15 P434 T -193 -1.888 .848 .42 1.799 106 B .653 -1.573 1.113 .277 1.982 107 15 P427 T -.192 -1.886 .847 -.419 1.798 108 B .65 -1.573 1.112 -.277 1.98 109 15 P414 T -.148 -1.718 .785 .458 1.649 110 B .636 -1.37 1.003 .299 1.775 111 15 P407 T -.148 -1.716 .784 -.457 1.648 112 B .633 -1.37 1.002 -.298 1.773 113 15 P433 T 1.511 -.101 .806 1.234 1.564 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 25 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:51 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label L 114 B 1.357 -.223 .79 1.267 1.481 115 15 P428 T 1.51 -.098 .804 1.908 1.562 116 B 1.354 -.225 .79 1.874 1.48 117 15 P394 T -.051 -1.562 .755 .523 1.537 118 B .643 - 1.229 .936 .35 1.647 119 15 P387 T -.051 -1.56 .755 -.522 1.535 120 B .64 -1.229 .935 -.349 1.645 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 26 LC Plate Label Loc Sigmal[ksi Sigma21.ksil Tau Max[ksi Anole[radl Von Mis 1 15 P460 T 1.032 - 16.907 8.969 .006 17.446 2 B -1.073 - 17.051 7.989 .008 16.54 3 15 P441 T 1.031 - 16.907 8.969 -.006 17.445 4 B -1.072 -17.05 7.989 -.008 16.54 5 15 P480 T 1.214 -16.05 8.632 .006 16.69 6 B - 1.214 -16.97 7.878 .008 16.397 7 15 ! P461 T 1.213 -16.05 8.631 -.006 16.689 8 B -1.212 - 16.969 7.878 -.008 16.396 9 15 P500 T 1.209 - 15.925 8.567 .006 16.563 10 B -1.094 - 16.167 7.536 .008 15.649 11 15 P481 T 1.207 - 15.925 8.566 -.006 16.562 12 B -1.093 - 16.166 7.537 -.008 15.648 13 15 1 P459 T .575 - 16.054 8.314 .018 16.349 14 B -.597 - 15.954 7.678 .023 15.664 15 15 P442 T I .572 - 16.053 8.312 -.018 16.346 16 B -.595 - 15.952 7.679 -.023 15.663 15.652 17 ! 15 P479 T .726 - 15.277 8.001 .019 18 B -.709 - 15.892 7.592 .023 15.55 15.651 19 ' 15 P462 T .723 - 15.276 8 -.019 20 B -.706 -15.89 7.592 -.023 15.549 21 15 P499 T .704 - 15.186 7.945 .019 15.55 22 B -.578 - 15.152 7.287 .023 14.871 23 15 P482 T 1 .7 - 15.186 7.943 -.019 15.548 24 B -.574 -15.15 7.288 -.023 14.871 25 15 P458 T ' -.13 - 14.367 7.119 .034 14.303 26 B .141 - 13.902 7.021 .038 13.973 27 ! 15 P443 T -.133 - 14.366 7.117 -.034 14.3 28 B .144 -13.9 7.022 -.038 13.972 29 ! 15 P478 T -.026 - 13.738 6.856 .036 13.725 30 B .074 - 13.878 6.976 .039 13.916 31 15 P463 T -.03 - 13.737 6.854 -.036 13.723 32 B .078 - 13.875 6.977 -.038 13.915 33 15 P498 T -.073 - 13.708 6.818 .035 13.672 34 B .218 - 13.258 6.738 .038 13.368 35 15 P483 T -.078 - 13.708 6.815 -.035 13.669 36 B .222 - 13.256 6.739 -.038 13.368 37 15 P457 T -.757 - 11.915 5.579 .055 11.555 38 B .812 - 11.149 5.98 .054 11.576 39 1 15 P444 T -.759 - 11.914 5.577 -.055 11.553 40 B .814 - 11.146 5.98 -.054 11.575 41 15 P497 T -.767 - 11.525 5.379 .056 11.162 42 B .932 - 10.727 5.83 .054 11.222 43 15 P484 T -.77 - 11.525 5.377 -.056 11.16 44 B .935 - 10.724 5.83 -.054 11.221 45 15 P477 T -.702 - 11.481 5.39 .058 11.146 46 B .789 - 11.179 5.984 .055 11.594 47 1 15 P464 T -.705 -11.48 5.388 -.058 11.144 48 B .792 - 11.177 5.984 -.055 11.593 49 15 P456 T -1.027 -8.852 3.913 .088 8.386 50 B 1.135 -8.003 4.569 .076 8.627 51 15 P445 T -1.028 -8.851 3.912 -.088 8.384 52 B 1.135 -8.002 4.568 -.076 8.626 53 15 P496 T -1.073 -8.754 3.841 .088 8.27 54 B 1.26 -7.846 4.553 .074 8.546 55 15 P485 T -1.074 -8.753 3.84 -.088 8.269 56 B 1.261 - 7.844 4.553 -.074 8.545 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: STRESSES - 57.18 - 64.98FT Plate Principal Stresses (Bv Combination) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 27 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siam 57 15 P476 T -1.006 -8.633 3.813 .092 8.176 58 B 1.14 -8.102 4.621 .077 8.728 59 15 P465 T -1.008 -8.631 3.812 -.092 8.174 60 B 1.141 -8.1 4.621 -.076 8.727 61 15 P495 _ T -.894 -5.632 2.369 .145 5.242 62 B 1.116 -4.901 3.008 .11 5.543 63 15 P486 T -.893 -5.631 2.369 -.144 5.241 64 B 1.114 -4.9 3.007 -.11 5.542 65 15 P455 T -.842 -5.454 2.306 .153 5.085 66 B 1.025 -4.782 2.904 .116 5.368 67 68 15 P446 T -.842 -5.452 2.305 -.152 5.084 I B 1.024 -4.781 2.903 -.116 5.367 69 ! 15 P475 T -.84 -5.444 2.302 .155 5.077 70 B 1.039 -4.952 2.995 .115 5.545 71 15 P466 T -.839 -5.443 2.302 -.155 5.076 72 B 1.037 -4.951 2.994 -.115 5.543 73 15 P451 T 4.572 .894 1.839 1.541 4.197 74 B 3.789 -.896 2.343 1.55 4.308 75 15 P450 T 4.572 .895 1.839 1.601 4.197 76 B 3.788 -.897 2.343 1.591 4.308 77 15 P471 T 4.083 .895 1.594 1.536 3.717 78 B 3.443 -.914 2.179 1.548 3.98 79 15 P470 T 4.082 .896 1.593 1.605 3.716 80 B 3.443 -.915 2.179 1.594 3.98 81 15 P491 T 3.731 .927 1.402 1.533 3.365 82 B 2.967 -.967 1.967 1.546 3.551 83 15 P490 T 3.731 .928 1.401 1.608 3.365 84 B 2.967 -.968 1.967 1.596 3 551 85 15 P452 T 3.403 .565 1.419 1.457 3.159 86 B 2.823 -.624 1.723 1.488 3.181 3.157 3.181 87 15 P449 T 3.403 .568 1.417 1.724 1.685 1.654 88 B 2.822 -.626 89 15 P472 T 2.974 .558 1.208 1.436 2.738 90 B 2.5 -.64 1.57 1.476 2.874 91 15 P469 T 2.975 .562 1.206 1.705 2.737 92 B 2.498 -.643 1.571 1.665 2.874 93 15 P492 T 2.642 .58 1.031 1.419 2.405 94 B 2.083 -.68 1.381 1.466 2.493 95 15 P489 T 2.642 .583 1.029 1.722 2.404 96 B 2.082 -.683 1.382 1.675 2.494 97 15 P494 T -.327 -2.532 1.103 .292 2.386 98 B .656 -2.165 1.41 .211 2.557 99 15 P487 T -.325 -2.53 1.103 -.291 2.385 100 B .652 -2.166 1.409 -.211 2.555 101 15 P474 T -.272 -2.311 1.02 .336 2.188 102 B .638 -2.035 1.337 .233 2.418 2.187 2.416 103 15 P467 T -.27 .634 -2.309 -2.036 1.02 1.335 -.335 -.232 104 B 1 105 15 P454 T -.251 -2.151 .95 .362 2.037 106 B .638 -1.806 1.222 .25 2.196 2.036 107 15 P447 T -.25 -2.149 .95 -.361 108 B .635 -1.806 1.221 -.249 2.194 109 15 P453 T 1.317 1.096 -.112 -.263 .715 .68 1.183 1.206 1.377 1.249 110 B 7 111 15 P448 T 1.316 -.108 .712 1.958 1.374 112 B 1.094 -.265 .679 1.934 1.248 113 15 P473 T 1.048 -.175 .611 1.087 1.145 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 28 LC Plate Label Loc Sigmalfksil Siama2lksi Tau Max fksi nalelradl Von Mi 114 B .861 -.321 .591 1:117 1.058 115 15 P468 T 1.048 -.171 .609 2.054 1.143 116 B .857 -.323 .59 2,023 1.057 117 15 P493 T .805 -.23 .518 .974 .942 118 B .612 -.387 .499 1.006 .872 119 15 P488 T .805 -.225 .515 2.168 .939 120 B .608 _ -.388 .498 2.133 .87 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:53 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 29 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: STRESSES - 64.98 - 72.78FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siama1fksi iama2 k T 1 1 151 P520 T 1.195 - 15.881 8.538 .007 16.511 16.185 16.51 2 P501 B T - 1.269 1.193 - 16.782 - 15.881 7.757 8.537 .008 -.006 3 15 4 B -1.267 - 16.781 7.757 -.008 16.185 5 1 15 P540 T 1.18 - 15.694 8.437 .006 16.316 6 B -1.164 - 16.024 7.43 .008 15.475 7 1 151 P521 T 1.178 - 15.694 8.436 -.006 16.315 8 B -1.162 - 16.024 7.431 -.008 15.475 9 15 P560 T 1.362 - 14.954 8.158 .007 15.679 10 B - 1.183 - 15.833 7.325 .008 15.276 15.678 11 15 P541 T 1.36 - 14.954 8.157 -.007 12 B -1.181 - 15.833 7.326 -.008 15.276 13 ; 15 P519 T .696 - 15.168 7.932 .02 15.527 14 B -.748 -15.76 7.506 .023 15.399 15 ' 15 P502 T .692 - 15.169 7.93 -.02 15.526 16 B -.744 - 15.757 7.507 -.0 3 15.399 17 , 15 P539 T .667 - 15.022 7.844 .02 15.366 18 B -.634 -15.06 7.213 .023 14.754 19 1 15 P522 T .662 - 15.022 7.842 -.02 15.364 20 B -.63 - 15.059 7.214 -.023 14.754 21 , 15 P559 T .829 - 14.347 7.588 .021 14.779 22 B -.641 - 14.905 7.132 .024 14.595 23 151 P542 T .824 - 14.348 7.586 -.021 14.777 24 B -.636 - 14.903 7.133 -.023 14.595 13.702 25 15 P518 T -.072 - 13.738 6.833 .037 26 B .058 - 13.849 6.953 .039 13.878 27 151 P503 T -.076 - 13.738 6.831 -.037 13.7 28 B .063 - 13.845 6.954 -.039 13.877 29 15 P538 T -.119 - 13.664 6.773 .036 13.605 30 B .18 - 13.263 6.721 .038 13.354 13.603 31 151 P523 T -.124 - 13.664 6.77 -.036 32 B .185 -13.26 6.723 -.038 13.354 13.117 33 15 P558 T .012 -13.11 6.561 .038 34 B .189 - 13.172 6.681 .038 13.268 13.115 35 15 P543 T .006 - 13.112 6.559 -.038 36 B .196 - 13.169 6.682 -.038 13.267 11.259 37 15 P517 T -.752 - 11.616 5.432 .059 38 B .788 - 11.286 6.037 .055 11.7 39 15 P504 T -.756 - 11.615 5.43 -.059 11.257 40 B .791 - 11.284 6.037 -.055 11.699 41 15 P537 T -.81 - 11.631 5.411 .058 11.248 42 B .906 - 10.858 ' 5.882 .054 11.339 43 15 P524 T -.814 - 11.631 5.409 -.058 11.246 44 B .91 - 10.855 5.883 -.054 11.338 10.899 45 15 P557 T -.709 - 11.236 5.264 .06 46 B .924 - 10.853 5.889 .054 11.344 47 1 15 P544 T -.714 - 11.236 5.261 -.06 10.897 48 _ B .929 - 10.851 5.89 -.054 11.344 49 15 P536 T -1.1 -9.015 3.958 .088 8.519 50 B 1.234 - 8.117 4.676 .073 8.799 8.517 51 15 P525 T -1.102 -9.014 3.956 -.088 52 B 1.236 -8.115 4.675 -.073 8.798 53 15 P516 T -1.046 -8.907 3.93 .091 8.433 54 B 1.139 -8.361 4.75 .075 8.984 55 151 P505 T -1.047 -8.906 3.929 -.091 8.431 56 B 1.14 -8.359 4.749 -.075 8.983. RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 30 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Siamalfksil Siama2fksi Tau Maxfks 57 + 15 P556 T -1.02 -8.794 3.887 .089 8.331 58 I B 1.245 - 8.212 4.729 .073 8.9 59 15 P545 T -1.022 -8.793 3.885 -.089 -.073 8.329 8.899 60 B 1.246 -8.21 4.728 61 15 P535 T B -.903 1.084 -6.032 -5.303 2.564 3.193 .136 .106 5.635 5.92 62 1 63 15 P526 T -.902 -6.031 2.564 -.136 5.634 64 B 1.082 -5.302 3.192 -.106 5.918 65 15 P555 T -.84 -5.983 2.571 .135 5.61 66 B 1.076 -5.498 3.287 .104 6.108 67 15 P546 T B -.838 -5.981 2.571 -.134 5.609 68 1.074 -5.498 3.286 -.103 6.106 69 15 P515 T -.863 -5.839 2.488 .144 5.459 70 B 1.026 -5.356 3.191 .11 5.935 71 ! 15 P506 T -.862 -5.837 2.488 -.144 5.458 72 B 1.024 -5.355 3.189 -.11 5.934 3.07 3.297 73 15 P511 T 3.421 .907 1.257 1.527 1.542 74 B 2.745 -.913 1.829 75 15 P510 T 3.421 .909 1.256 1.614 3.07 76 B 2.744 -.914 1.829 1.6 3.298 77 15 P554 T -.314 -3.129 1.407 .223 2.984 78 B .592 -2.948 1.77 .175 3.284 79 15 P547 T -.31 -3.126 1.408 -.223 2.983 80 B .587 -2.949 1.768 -.175 3.281 81 15 P534 T -.351 _ -3.027 1.338 .239 2.868 82 B .619 - 2.666 1,642 .187 3.023 83 15 P527 T -.347 -3.025 1.339 -.238 2.867 84 B .614 -2,666 1.64 -187 3.021 85 15 P530 T 3.004 .909 1.047 1.621 2.668 86 B 2.315 -.929 1.622 1.603 2.894 2.668 87 15 P531 T 3.004 .907 1.048 1.52 88 B 2.316 -.928 1.622 1.538 2.893 89 15 P514 T -.311 -2.772 1.231 .271 2.631 90 B .603 -2.548 1.576 .201 2.897 91 15 P507 T -.309 -2.77 1.231 -.271 2.63 92 B .599 -2.549 1.574 -.201 2.895 93 15 P551 T 2.6 .892 .854 1.509 2.288 94 B 1.882 -.944 1.413 1.533 2.493 95 15 P550 T B 2.6 1.882 .894 -.946 .853 1.414 1.631 1.609 2.288 2.493 96 97 15 P512 T 2.353 .56 .896 1.389 2.129 98 B 1.837 -.657 1.247 1.446 2.239 99 15 P509 T 2.353 .564 .895 1.752 2.128 100 B 1.835 -.661 1.248 1.695 2.24 101 15 P532 T 1.971 .55 .711 1.347 1.762 102 B 1.464 -.673 1.069 1.427 1.893 103 15 P529 T 1.971 .554 .709 1.794 1.761 104 B 1.463 -.677 1.07 1.714 1.895 105 15 P549 T 1.641 .536 .552 1.86 1.449 106 B 1.066 -.71 .888 1.749 1.548 107 15 P552 T 1.639 .531 .554 1.281 1.449 108 B 1.069 -.706 .887 1.392 1.547 109 15 P553 T .41 -.68 .545 .533 .954 110 B .164 -.916 .54 .551 1.009 111 15 P548 T .414 -.675 .545 -.531 .952 112 B .158 -.919 .538 -.552 1.007 113 15 P513 T .655 -.351 .503 .832 .884 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 31 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:55 PM Checked By: Plate Principal Stresses (By Combination) (Continued) LC Plate Label Loc Siomalfksil Siama2lksi Tau Maxfksi Analefradl Von Mi 114 B 44 -.535 .488 .85 .846 115 ' 15 P508 T .656 -.346 .501 2.311 .881 116 B .435 -.537 .486 2.29 .844 117 15 P533 T .478 -.522 .5 .659 .866 118 B .296 -.665 .48 .705 .852 119 15 P528 T .48 -.517 .499 -.656 .864 120 B .291 -.666 .478 -.707 .849 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 32 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: STRESSES - 72.78 - 80.59FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc SiQmal[ksi SiQma2lksi Tau Max 1 115 P580 T 1 1.022 - 16.335 8.678 .007 -1 16.869 2 1 B -1.165 -16.68 7.758 .008 16.129 3 115 P561 T 1 1.021 - 16.335 8.678 -.007 16.869 4 B -1.163 - 16.679 7.758 -.008 16.129 5 15 P600 T 1.189 - 15.594 8.391 .007 16.221 6 B -1.146 - 16.434 7.644 .008 15.893 7 15 P581 T 1.188 - 15.594 8.391 -.007 16.22 8 B -1.144 - 16.434 7.645 -.008 15.893 9 15 P601 T 1.141 - 15.385 8.263 -.007 15.986 10 B -1.007 - 15.684 7.338 -.007 15.206 11 115 P620 T 1.142 - 15.384 8.263 .007 15.986 12 B -1.008 - 15.685 7.338 .008 15.206 13 15 P579 T .541 - 15.682 8.112 .022 15.96 14 B -.66 - 15.745 7.542 .023 15.425 15 15 P562 T .537 - 15.683 8.11 -.021 15.958 16 B -.656 - 15.744 7.544 -,023 15.426 17 15 ! P599 T .696 - 15.002 7.849 .022 15.362 18 B -.64 - 15.542 7.451 .023 15.233 19 ' 15 P582 T .692 - 15.004 7.848 -.022 15.362 20 B -.635 - 15.541 7.453 -.023 15.233 21 ' 15 ' P619 T .649 - 14.836 7.743 .022 15.171 22 B -.506 - 14.847 7.17 .022 14.6 23 1 15 I P602 T .646 - 14.836 7.741 -.022 15.17 24 B -.502 - 14.847 7.172 -.022 14.602 25 15 P578 T -.188 - 14.354 7.083 .038 14.261 26 B .112 - 13.993 7.052 .038 14.049 14.259 27 15 P563 T -.194 - 14.355 7.08 -.038 28 1 B .118 - 13.991 7.054 -.038 14.05 29 15 P598 T -.052 - 13.789 6.869 .039 13.764 30 B .132 - 13.868 7 .038 13.934 31 15 P583 T -.058 - 13.792 6.867 -.039 13.763 32 1 B .139 - 13.865 7.002 -.037 13.935 33 15 P618 T I -.094 - 13.696 6.801 .039 13.65 34 B .254 - 13.279 6.767 .037 13.408 35 15 ' P603 T -.101 - 13.698 6.799 -.038 13.648 36 B .261 - 13.278 6.769 -.037 13.41 37 15 P577 T -.816 - 12.347 5.766 .059 11.96 38 1 B .796 - 11.631 6.213 .054 12.048 39 15 P564 T -.821 - 12.348 5.763 -.059 11.958 40 B .801 - 11.628 6.214 -.054 12.048 41 1 15 P597 T -.697 - 11.935 5.619 .06 11.603 42 B .807 - 11.608 6.207 .053 12.032 43 15 P584 T -.703 - 11.936 5.616 -.06 11.6 44 B .813 - 11.605 6.209 -.053 12.033 45 ' 15 i P617 T -.728 - 11.935 5.604 .059 11.588 46 B .906 - 11.168 6.037 .052 11.648 47 15 P604 T -.736 - 11.938 5.601 -.059 11.587 48 B .914 - 11.165 6.04 -.052 11.649 49 1 15 P576 T -1.053 -9.742 4.344 .086 9.261 50 B 1 1.098 -8.91 5.004 .073 9.507 51 151 P565 T I -1.056 -9.741 4.343 -.086 9.259 52 B 1.1 -8.908 5.004 -.073 9.506 53 ' 15 P616 T -.964 -9.604 4.32 .084 9.161 54 B 1.159 -8.737 4.948 .071 9.37 55 ! 15 P605 T -.968 -9.605 4.318 -.084 9.159 56 B 1.163 - 8.734 4.948 -.071 9.37 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 33 LC Plate Label Loc Siama1[ksi1 Siama2[ksi Tau Max fksi 57 15 P596 T -.948 -9.5 4.276 5.048 .087 .072 9.063 9.597 58 B 1.09 -9.005 59 15 P585 T -.951 -9.499 4.274 -.087 9.061 60 B 1.093 -9.003 5.048 -.072 9.596 61 15 P615 T -.752 -6.894 3.071 .117 6.55 62 B .966 - 6.207 3.586 .1 6.742 63 15 P606 T -.75 -6.891 3.071 -.117 6.548 64 B .962 -6.206 3.584 -.1 6.739 65 15 P575 T -.837 -6.752 2.958 .125 6.375 66 B .955 -6.084 3.52 .104 6.614 67 15 P566 T -.835 -6.75 2.957 -.125 6.374 68 B .953 -6.083 3.518 -.104 6.611 69 15 P595 T -.748 -6.682 2.967 .124 6.342 70 B .925 -6.298 3.612 .102 6.808 71 15 P586 T -.745 -6.68 -6.297 2.967 3.609 -.124 -.101 6.34 6.805 72 B F .922 73 15 P614 T -.272 .514 -4.123 -3.79 1.925 2.152 .167 .155 3.994 4,072 3.992 4.067 3.689 3.984 74 B 7 75 15 P607 T -.266 -4.118 -3.79 1.926 2.148 -.167 -.155 76 B .506 77 15 P594 T -.259 -3.812 1.776 .188 78 B .489 -3.717 2.103 .161 79 ! 15 P587 T -.254 -3.808 1.777 -.187 3.688 r8O B .483 -3.717 2.1 -.16 3,98 81 15 P574 T -.319 -3.721 1.701 .197 3.572 82 B .535 -3,4 1.967 .171 3 697 83 15 P567 T -.314 -3.718 1.702 -.196 3.571 84 B .529 -3.4 1.965 -17 3 693 85 15 P570 T 2.309 .813 .748 1.645 2.028 86 B 1.73 -.805 1.267 1.617 2.243 87 15 P571 T 2.308 .811 .749 1.496 2.028 88 B 1,73 -.803 1.267 1.524 2.243 89 15 P613 T .262 -1.661 .961 .271 1.806 90 B .061 -1.738 .9 .316 1.769 91 15 P608 T .268 -1.656 .962 -.269 1.805 92 B .054 -1.737 .895 -.316 1.765 93 15 P590 T 1.897 .782 .557 1.67 1.651 94 B 1.23 -.819 1.024 1.629 1.786 95 15 P591 T 1.896 .78 .558 1.47 1.651 96 B 1.23 -.818 1.024 1.512 1.785 1.468 97 15 _ P593 T ! .32 -1.282 .801 .345 98 B .057 -1.549 .803 .364 1.578 99 15 P588 T .325 -1.276 .801 -.344 1.466 100 B .049 -1.55 .8 -.364 1.575 101 15 P573 T .328 -1.074 .701 .409 1.27 102 B .145 -1.193 .669 .453 1.271 103 15 P568 T .332 -1.07 .701 -.407 1.269 104 B .138 -1.193 .665 -.453 1.268 105 15 P572 T 1.337 .428 .455 1.173 1.183 106 B .88 -.633 .757 1.338 1.317 107 15 P569 T 1.338 .433 .453 1.969 1.183 108 B .88 -.637 .758 1.802 1.319 109 15 P610 T 1.359 .724 .317 1.742 1.645 1.178 1.406 110 B .864 -.759 .811 111 15 P611 T 1.358 .722 .318 1.397 1.177 112 B .864 -.758 .811 1.496 1.406 .933 113 15 P589 T 1.058 .353 .352 2.149 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) R 1SA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 34 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:57 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Si ma ksi_] Sigma2Lks1 Tau Max[ksi Anolefradl Von Misesfk 114 1 B .446 -.697 .571 1.896 .997 115 15 P592 T 1.056 .347 .354 .993 .932 116 B .448 -.693 .571 1.244 .996 117 1 15 1 P609 T .763 .11 .326 -.642 .714 118 B .181 -.698 .44 2.023 .804 119 15 P612 T .761 .106 .327 .644 .714 120 B .182 -.696 .439 1.116 .802 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 35 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: STRESSES - 80.59 - 88.39FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siamalfksi Siama2fksi T 1 15 P640 T 1.04 - 15.501 8.271 .007 16.047 2 B -1.114 - 16.313 7.6 .007 15.785 _ 16.046 3 151 P621 T 1.039 - 15.501 8.27 -.007 4 B -1.113 - 16.313 7.6 -.007 15.786 5 15 P660 T .998 - 15.308 8.153 .007 15.831 6 B -.922 - 15.558 7.318 .007 15.118 7 15 P641 T .998 - 15.308 8.153 -.007 15.831 8 B -.922 - 15.557 7.318 -.007 15.118 9 15 P622 T .577 - 14.961 7.769 -.023 15.258 10 B -.634 - 15.487 7.427 -.022 15.18 11 15 P639 T .581 - 14.959 7.77 .023 15.258 12 B -.637 - 15.488 7.426 .022 15.18 13 15 P680 T 1.007 - 14.584 7.795 .008 15.112 14 B -.987 -15.37 7.191 .007 14.901 15 1151 P661 T 1.005 - 14.583 7.794 -.007 15.11 16 B -.986 - 15.369 7.192 -.007 14.901 15.085 17 15 P659 T .547 - 14.804 7.675 .022 18 B -.46 - 14.783 7.161 .021 14.558 15.083 19 151 P642 T .544 - 14.804 7.674 -.022 20 B -.457 - 14.783 7.163 -.021 14.56 21 15 P679 T .572 - 14.116 7.344 .023 14.411 22 B -.541 - 14.638 7.049 .021 14.375 23 15 P662 T .567 - 14.118 7.343 -.023 14.41 24 B -.536 - 14.635 7.949 -.021 14.374 13.782 25 15 P623 T -.116 -13.84 6.862 -.04 26 B .092 - 13.933 7.012 -.037 13.979 27 15 P638 T -.109 - 13.835 6.863 .04 13.781 28 B .084 - 13.935 7.009 .037 13.977 29 15 P658 T -.126 - 13.745 6.81 .039 13.683 30 B .232 - 13.329 6.78 .036 13.446 13.682 31 115 P643 T -.133 - 13.748 6.808 -.039 32 B .239 - 13.329 6.784 -.036 13.45 33 115 P663 T -.082 - 13.141 6.529 -.04 13.1 34 B .135 - 13.256 6.696 -.035 13.324 35 15 P678 T -.074 - 13.135 6.53 .04 13.098 36 B .127 - 13.257 6.692 .035 13.321 37 1 151 P637 T -.687 - 12.098 5.706 .06 11.77 38 B .705 - 11.828 6.267 .052 12.196 11.769 39 15 P624 T -.695 - 12.101 5.703 -.06 40 B .713 - 11.827 6.27 -.052 12.199 11.769 41 15 P644 T -.693 -12.1 5.704 -.059 42 B .823 - 11.362 6.092 -.051 11.795 43 15 P657 T 1 -.684 - 12.095 5.705 .059 11.767 44 B .814 - 11.363 6.088 .051 11.791 45 15 P664 T -.613 - 11.606 5.497 -.06 11.312 46 B .694 - 11.391 6.042 -.05 11.753 47 15 P677 T -.604 - 11.599 5.497 .06 11.309 48 B .686 - 11.388 6.037 .05 11.746 49 1 15 P656 T -.867 -9.899 4.516 .082 9.495 50 B 1.023 -9.088 5.055 .071 9.64 51 151 P645 T -.872 -9.901 4.514 -.081 9.495 52 B 1.027 -9.086 5.056 -.07 9.641 53 151 P636 T 1 -.885 -9.794 4.455 .085 9.384 54 B .951 -9.389 5.17 .071 9.899 55 15 P625 T -.889 -9.795 4.453 -.085 9.382 56 B .955 -9.388 5.171 -.071 9.9 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 36 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksil Sigma2[ksi Tau Max n efradl Von Mis 57 1 15 P665 T -.772 -9.549 4.388 -.083 9.187 58 B T .884 -.768 -9.232 -9.546 5.058 4.389 -.069 .083 9.704 9.187 59 115 P676 _ 60 B .88 -9.232 5.056 .07 9.702 61 151 P655 T -.649 -7.34 3.346 .11 7.038 62 B .83 -6.706 3.768 .099 7.158 63 15 P646 T -.646 -7.336 3.345 -.109 7.035 64 B .827 -6.704 3.765 -.098 7.153 65 15 P675 T -.548 -7.153 3.303 .11 6.896 66 B .693 -6.976 3.835 .097 7.347 67 15 P666 T -.547 -7.148 3.301 -.109 6.891 68 B .69 -6.973 3.831 -.096 7.342 69 15 P635 T -.666 -7.116 3.225 .117 6.808 70 B .784 -6.834 3.809 .099 7.258 71 15 P626 T -.663 -7.112 3.225 -.116 6.805 72 B .781 -6.833 3.807 - 099 7.255 73 15 P674 T -.137 -4.712 2.287 .143 4.645 74 B .313 -4.801 2.557 .137 4.965 4.639 75 15 P667 T -.13 -4.703 2.286 -.142 76 B .305 - 4.797 _ 2.551 -.137 4.956 4.623 77 15 P654 T -.215 -4.727 2.256 .146 78 B .426 -4.413 2.42 .145 4 641 79 15 P647 T -.207 -4.719 2.256 -.146 4.619 80 B .417 -4.411 2.414 -.144 4.634 81 15 P634 T -.21 -4.381 2.086 .162 4.28 82 B .388 -4.377 2.382 .148 4.583 83 15 P627 T -.202 -4.375 2.086 -.161 4.277 84 B .379 -4.376 2.378 -.148 4.578 85 15 P673 T .259 -2.544 1.402 .185 2.683 86 B -.059 -2.903 1.422 .207 2.874 87 15 P668 T .269 -2.535 1.402 -.185 2.68 88 B -.069 -2.903 1.417 -.207 2.869 89 115 P653 T .224 -2.399 1.312 .2 2.519 90 B .024 -2.428 1.226 .24 2.44 91 15 P648 T .231 -2.393 1.312 -.2 2.516 92 B .015 -2.427 1.221 -.24 2.435 93 15 P633 T .274 -1.95 1.112 .244 2.1 94 B -.015 -2.26 1.123 .264 2.253 95 15 P628 T .281 -1.943 1.112 -.243 2.098 96 B -.023 -2261 1-119 -.265 2.25 97 15 P669 T .532 -.91 .721 -.233 1.263 98 B -.331 -1.494 .582 -.352 1.359 99 15 P672 T .526 -.915 .72 .235 1.262 100 B -.323 -1.492 .584 .353 1.359 101 15 P649 T .542 -.652 .597 -.288 1.036 102 B -.206 -1.021 .407 -.573 .935 103 15 P652 T .539 -.654 .596 .29 1.034 104 B -.203 -1.02 .409 .57 .936 105 15 P631 T 1.032 .652 .19 1.246 .904 106 B .379 -.715 .547 1.451 .962 107 15 P630 T 1.031 .654 .188 1.892 .903 108 B .378 -.716 .547 1.689 .962 109 15 P632 T .67 -.155 .412 .469 .759 110 B -.134 -.878 .372 .798 .819 111 15 P629 T .672 -.15 .411 -.467 .758 112 B -.139 -.879 .37 2.341 .818 113 15 P670 T .613 -.002 .307 -.184 .614 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3dJ Page 37 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 9:58 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate L 114 B -.467 -.73 .132 2.327 .64 115 151 P671 T .612 -.002 .307 .189 .613 116 B -.464 -.73 .133 .811 .64 117 15I P651 T .652 .323 .165 .378 .565 118 B .051 -.634 .342 1.376 .661 119 151 P650 T .652 .325 .163 -.372 .565 120 B .049 -.635 .342 1.764 .661 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 38 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (By Combination) LC Plate Label Loc Siamalfksil STRESSES - 88.39 - 96.19FT Siama2fksi Tau Max 1 15 P700 T .881 - 14.457 7.669 .008 14.917 2 B -.814 - 14.618 6.902 .007 14228 3 15 P681 T .878 - 14.457 7.667 -.007 14.915 4 B -.811 - 14.615 6.902 -.007 14.227 5 15 P699 T .469 - 14.019 7.244 .023 14.259 6 B -.393 - 13.928 6.767 .02 13.735 7 15 P682 T .462 - 14.018 7.24 -.023 14.254 8 B -.385 - 13.925 6.77 -.02 13.737 9 15 P720 T I .863 - 13.735 7.299 .008 14.186 10 B -.881 - 14.498 6.809 .006 14.078 11 151 P701 T .856 - 13.734 7.295 -.008 14.181 12 B -.873 - 14.494 6.811 -.006 14.078 13 15I P740 T .806 - 13.707 7.257 .008 14.127 14 B -.555 - 13.707 6.576 .006 13.438 15 15 P721 T .791 - 13.715 7.253 -.007 14.127 16 B -.539 - 13.701 6.581 -.006 13.44 13.565 17 15 P719 T .485 - 13.317 6.901 .024 18 B -.491 - 13.851 6.68 .019 13.612 19 115 ! P702 T .47 -13.32 6.895 -.024 13.561 20 B -.475 - 13.843 6.684 - 019 13.611 13.548 21 15 ! P739 T .463 - 13.311 6.887 .023 22 B -.212 - 13.095 6.442 .018 12.991 23 15 P722 T .438 - 13.318 6.878 -.023 13.542 24 1 B -.186 - 13.092 6,453 -.018 13 25 15 P683 T -.148 - 13.091 6.471 -.04 13.017 26 B .242 - 12.635 6.439 -.034 12.758 27 ' 15 P698 T -.141 - 13.086 6.473 .04 13.016 28 B .235 - 12.633 6.434 .034 12.752 29 15 P723 T -.067 - 12.472 6.202 -.039 12.438 30 B .319 - 11.949 6.134 -.032 12.112 31 15 P738 T -.062 - 12.467 6.202 .039 12.436 32 B .315 - 11.944 6.129 .032 12.105 33 15 P703 T -.089 - 12.447 6.179 -.041 12.403 34 B .104 - 12.622 6.363 -.033 12.675 35 15 P718 T -.082 - 12.439 6.178 .041 12.398 36 B .098 - 12.622 6.36 .033 12.671 37 15 P684 T -.638 -11.63 5.496 -.058 11.324 38 B .755 - 10.893 5.824 -.05 11.289 39 15 P697 T -.633 - 11.621 5.494 .058 11.318 40 B .75 - 10.889 5.819 .05 11.283 41 ' 15 P724 T -.471 - 11.152 5.34 -.057 10.924 42 B .724 - 10.407 5.566 -.048 10.787 43 1 151 P737 T -.482 - 11.145 5.331 .057 10.912 44 B .737 - 10.396 5.566 .049 10.783 45 15 P704 T -.533 - 11.073 5.27 -.06 10.817 46 B .576 - 10.973 5.775 -.049 11.272 47 15 ' P717 T -.534 - 11.065 5.266 .06 10.808 48 B .578 - 10.964 5.771 .049 11.264 49 15 , P685 T -.773 -9.672 4.449 -.079 9.309 50 B .915 -8.882 4.899 -.07 9.373 9.307 51 15 , P696 T I -.77 -9.668 4.449 .08 52 1 B .912 - 8.881 4.897 .07 9.371 53 15 1 P725 T -.575 -9.409 4.417 -.076 9.135 54 B .83 -8.64 4.735 -.069 9.083 55 15 ' P736 T -.58 -9.405 4.413 .077 9.129 56 B .836 -8.634 4.735 .069 9.081 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 39 LC Plate Label Loc Si 57 15 P705 T ! -.646 -9.242 4.298 -.081 8.936 58 B .722 -9.072 4.897 -.069 9.453 59 15 P716 T -.646 B .723 -9.239 -9.067 4.296 4.895 .081 .069 8.933 9.45 60 61 15 P735 T -.37 .625 -7.415 -6.823 3.523 3.724 .097 .096 7.237 7.156 62 B 7 63 15 P726 T -.38 -7.411 3.515 -.097 7.228 64 B .635 -6.814 3.724 -.096 7.153 65 15 P695 T -.548 _ -7.398 3.425 .103 7.14 66 B .716 -6.789 3.752 .097 7.174 67 15 P686 T -.549 -7.392 3.422 -.103 7.134 68 B .715 - 6.784 3.75 -.097 7.168 69 15 P715 T -.424 -7.129 3.352 .104 6.926 70 B .535 -7.098 3.817 .095 7.38 71 15 P706 T -.429 -7.123 3.347 -.104 6.918 72 B .539 -7.091 3.815 -.095 7.375 73 15 P734 T -.056 -5.426 2.685 .116 5.398 5.247 74 B .305 -5.088 2.696 .13 75 15 P727 T -.067 -5.417 2.675 -.116 5.384 76 B .317 -5.073 2.695 -.129 5.239 77 15 P694 T -.16 -5.091 2.466 .13 5.013 78 B .351 - -4.773 2.562 .136 4.958 79 15 P687 T -.155 -5.08 2.462 -.129 5.004 80 B .345 -4.766 2.556 -.136 4.948 81 15 P714 T -.066 -4.998 2.466 .128 4.965 82 B .205 -5, _ 03 2.704 .13 5.308 4.954 83 15 P707 T -.068 -4.987 2.46 -.128 84 B .206 -5.192 2.699 -.129 5.298 3.789 85 15 P733 T .186 -3.693 1.939 .129 86 B .04 -3.569 1.805 .165 3.589 87 15 P728 T .194 -3.686 1.94 -.129 3.786 88 B .029 -3.561 1.795 -.163 3.576 89 15 P713 T .24 -3.126 1.683 .15 3.252 90 B -.093 -3.539 1.723 .171 3.493 91 15 P708 T .25 -3.115 1.683 -.151 3.247 92 B -.104 -3.537 1.717 -.171 3.486 93 ! 15 P693 T B .196 .005 -3.046 -3.013 1.621 1.509 .157 .195 3.149 3.015 3.147 94 95 15 P688 T .204 -3.04 1.622 -.157 96 B -.005 - 3.008 1.502 -.195 3.006 97 15 P729 T .338 -2.412 1.375 -.118 2.598 98 B -.183 -2.421 1.119 -.175 2.334 99 15 P732 T .31 -2.42 1.365 .119 2.589 100 B -.154 - 2.415 1.131 .174 2.342 101 15 P709 T .433 -1.726 1.079 -.152 1.978 102 B -.33 -2.284 .977 -.201 2.138 1.974 103 15 P712 T .415 -1.733 1.074 .153 104 B -.311 -2.278 .983 .202 2.139 105 15 P730 T .37 -1.733 1.051 -.053 1.944 106 B -.31 -1.773 .732 -.094 1.641 107 15 P731 T .354 -1.738 1.046 .054 1.939 108 B -.294 - 1.767 .737 .091 1.64 109 15 P689 T .427 -1.516 .971 -.169 1.769 110 B -.257 -1.685 .714 -.28 1.572 111 15 P692 T .417 -1.518 .967 .17 1.763 112 B -.247 -1.683 .718 .279 1.574 113 15 P710 T .481 -.972 .726 -.076 1.282 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C:\ XFER \410- 013 \ENGINEERING \410 -013 - Full model.r3d] Page 40 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:00 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmal[ksi Si ima2[ksil Tau Max[ksi A l Von Mises[ksi 114 B -.477 -1.565 .544 -.126 1.389 1151 15 P711 T .472 -.973 .723 .079 1.276 116 B -.468 - 1.561 .547 .124 1.387 117 15 P690 T .496 -.68 .588 -.094 1.023 118 B -.439 -.911 .236 -.299 .789 119 15 P691 T .492 -.681 .586 .096 1.02 120 B -.434 -.908 .237 .298 .787 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 41 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) STRESSES - 96.19- 103.99FT LC Plate Label Loc Siamal lksi Sioma2 T 1 15 P760 T 534 - 14.673 7.604 .008 14.948 2 B -.711 -15.32 7.305 _ _ .006 14,977 3 15 P741 T .514 -14.68 7.597 -.008 14.944 4 B -.689 - 15.316 7.314 -.006 14.984 5 15 P761 T .447 - 14.689 7.568 -.007 14.917 6 B -.323 - 14.517 7.097 -.005 14.358 7 115 P780 T .467 - 14.672 7.57 .007 14.911 8 B -.343 - 14.516 7.086 .005 14.347 9 15 P759 T .287 -14.2 7.244 .023 14.346 10 B -.451 - 14.698 7.123 .018 14.477 11 15 P742 T .253 - 14.215 7.234 -.023 14.343 12 B -.416 - 14.689 7.136 -.018 14.485 13 15 P762 T .238 - 14.216 7.227 -.021 14.337 14 B -.117 - 13.916 6.9 -.016 13.858 15 15 P779 T .28 - 14.193 7.236 .022 14.335 16 B -.164 - 13.917 6.877 .016 13.836 14.177 17 15 P781 T .424 -13.96 7.192 -.007 18 B -.392 - 14.522 7.065 -.004 14.33 19 15 P800 T .407 - 13.955 7.181 .007 14.163 20 B -.371 - 14.505 7.067 .004 14.323 21 15 P782 T .265 - 13.461 6.863 -.021 13.596 22 I B -.233 - 13.935 6.851 -.015 13.82 23 15 P799 T .338 - 13.413 6.875 .021 13.585 24 B -.293 -13.93 6.819 .015 13.786 25 15 P763 T -.084 - 13.265 6.59 -.037 13.223 26 B .21 - 12.775 6.493 -.03 12.882 27 15 P778 T -.07 - 13.257 6.594 .037 13.223 28 8 1 .19 - 12.774 6.482 .031 12.871 29 15 P743 T -.121 - 13.258 6.569 -.039 13.198 30 8 -.018 - 13.499 6.741 -.032 13.49 31 15 P758 T -.113 - 13.249 6.568 .04 13.193 32 B -.024 - 13.498 6.737 .032 13.486 33 15 P783 T .011 - 12.503 6.257 -.037 12.508 34 B .027 -12.83 6.429 -.029 12.844 35 151 P798 T .061 - 12.476 6.269 .038 12.507 36 B -.004 - 12.832 6.414 .03 12.83 37 15 P764 T -.338 - 11.874 5.768 -.055 11.709 38 B .477 - 11.244 5.86 -.048 11.49 39 1 15 P777 T -.378 - 11.884 5.753 .055 11.699 40 I B .522 - 11.231 5.876 .049 11.501 41 15 P744 T -.415 - 11.821 5.703 -.058 11.62 42 8 .319 - 11.878 6.098 -.049 12.04 11.608 43 15 P757 T -.438 - 11.821 5.691 .058 44 B .344 - 11.862 6.103 .049 12.038 45 15 P797 T -.261 -11.19 5.465 .057 11.062 46 B .322 - 11.356 5.839 .048 11.521 47 15 P784 T 1 -.184 - 11.148 5.482 -.056 11.057 48 B 1 .24 - 11.367 5.804 -.047 11.489 49 15 P765 T -.386 - 10.138 4.876 -.074 9.95 50 B .55 -9.502 5.026 -.071 9.789 51 15 P776 T -.42 - 10.147 4.864 .075 9.944 52 B .585 -9.491 5.038 .07 9.797 53 15 P745 T -.466 -9.985 4.76 -.078 9.76 54 B .426 - 10.006 5.216 -.07 10.225 55 15 P756 T -.481 -9.985 4.752 .079 9.754 56 B .443 -9.995 5.219 .07 10.224 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 42 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc SiQma1fksil Sigma2fksi Tau M 57 15 58 L P796 T -.246 -9.546 4.65 .076 9.426 .332 -9.732 5.032 .069 9.902 59 15 P785 T -.214 -9.524 4.655 -.076 9.419 60 B .297 -9.735 5.016 -.07 9.887 61 15 P775 T -.198 -8.221 _ 4.011 .094 8.124 62 B .385 -7.736 4.06 .097 7.935 63 15 P766 T -.236 -8.233 3.998 -.094 8.117 64 B .426 -7.725 4.075 -.097 7.947 65 15 P755 - T -.257 _ -7.932 _ 3.837 .1 7.806 66 B .279 -8.077 4.178 .095 8.22 67 15 P746 T -.279 -7.931 3.826 -.099 7.795 68 B .301 -8.065 4.183 -.095 8.22 69 15 P786 T -.09 -7.803 3.856 -.096 7.758 70 B .217 -8.094 4.155 -.095 8.204 71 15 P795 T -.057 -7.777 3.86 .096 7.749 72 B _ .178 -8.092 4,135 .094 8.182 73 15 P774 T .019 -6.39 3.205 .11 6.4 74 B .185 -6.08 3.132 .125 6.174 6.386 75 15 P767 T -.023 -6.397 3.187 -.11 76 B .228 -6.06 3.144 -.123 6.177 77 15 P794 T .161 -6.14 3.15 .112 6.222 78 B -.019 -6.6 3.29 118 6 59 79 15 P787 T .08 -6.179 3.129 -.112 6.219 80 B .063 -6,583 3.323 -.116 6.615 5.927 81 15 P754 T .011 -5.922 2.967 .119 82 B .062 -6.24 3.151 .124 6.271 83 15 P747 T -.012 -5.919 2.953 -.119 5.913 84 B .086 -6.22 3.153 -.123 6.264 4.939 85 15 P793 T .146 -4.864 2.505 .117 86 B -.034 -5.321 2.643 .126 5.304 87 15 P788 T .195 -4.827 2.511 -.115 4.927 88 B -072 -5.312 2.62 -.123 5.277 89 15 P773 T .111 -4.858 2.485 .116 4.915 90 B .08 -4.645 2.363 .14 4.685 91 15 P768 T .128 -4.845 2.486 -.115 4.91 92 B .054 -4.637 2.345 -.139 4.664 93 15 P753 T .182 -4.204 2.193 .131 4.297 94 B -.093 -4.632 2.269 .145 4.586 95 15 P748 T .193 -4.19 2.192 -.131 4.29 96 B -.106 -4.628 2.261 -.144 4.576 97 15 P792 T .147 -3.918 2.033 .093 3.994 98 B - .104 -4.383 2.14 .098 4.332 99 15 P789 T .227 -3.862 2.044 -.092 3.981 100 B -.168 -4.379 2.106 -.102 4.298 101 15 P772 T .144 -3.749 1.947 .098 3.823 102 B -.026 -3.58 1.777 .121 3.567 3.818 103 15 P769 T .189 -3.72 1.954 -.096 104 B -.078 -3.578 1.75 -.123 3.54 105 15 P791 T .239 -3.361 1.8 .036 3.486 106 B -.251 - 3.896 1.822 .039 3.776 107 15 P790 T .225 -3.354 1.79 -.037 3.472 108 B -.233 - 3.879 1.823 -.039 3.768 109 15 P771 T .182 -3.146 1.664 .039 3.241 110 B -.15 -3.011 1.431 .05 2.939 111 15 P770 T .204 -3.128 1.666 -.04 3.235 112 B -.171 -3.009 1.419 -.053 2.927 113 15 P749 T .296 -2.925 1.611 -.116 3.084 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 43 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:02 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sipmalfksil Sipma2fksi Tau Maxfksi nolerradl Von Mi 114 B -.257 -3.437 1.59 -.135 3.316 115 15 P752 T .26 -2.946 1.603 .118 3.084 116 B -.218 -3.431 1.607 .136 3.328 117 15 P750 T .312 -2.255 1.284 -.051 2.426 118 B -.348 -2.784 1.218 -.063 2.627 119 15 P751 T .29 -2.265 1.277 .052 2.423 120 B -.325 -2.78 1.227 .06 2.633 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 44 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: STRESSES - 103.99 - 111.79FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Sinmal[ksi Siama2fksi Tau Ma 1 115 P801 T .214 - 14.088 7.151 -.006 I 14.196 2 B -.14 - 13.719 6.789 -.004 13.649 3 115 P820 T .191 - 14.085 7.138 .007 14.182 4 B -.112 - 13.703 6.795 .005 13.647 5 15 P802 T I .105 - 13.563 6.834 -.019 13.616 6 B -.034 - 13.131 6.549 -.014 13.114 7 15 P819 T .174 - 13.516 6.845 .02 13.604 8 B -.087 - 13.129 6.521 .015 13.085 9 15 P860 T -.057 - 13.604 6.774 .005 13.576 10 B -.037 - 13.044 6.503 .004 13.025 11 15 P841 T -.055 - 13.596 6.771 -.005 13.569 12 B -.037 - 13.038 6.5 -.003 13.019 13 15 P821 T .26 - 13.328 6.794 -.005 13.46 14 B -.182 - 13.856 6.837 -.003 13.766 13.457 15 15 P840 T 1 .26 - 13.326 6.793 .006 16 B -.182 - 13.853 6.836 .005 13.763 17 15 P859 T -.06 - 12.997 6.468 .016 12.967 18 B -.012 - 12.438 6.213 012 12.432 12.953 19 ' 15 P842 T -.07 - 12.988 6.459 -.016 20 B .002 - 12.418 6.21 - 012 12.418 12.869 21 15 P839 T .227 - 12.754 6.491 .019 22 B -.168 - 13.274 6.553 .013 13.191 23 15 P822 T .204 - 12.759 6.482 -.019 12.862 24 B -.136 - 13.269 6.566 -.013 13.201 12.543 25 15 P803 T -.082 - 12.584 6.251 -.035 26 B .159 - 12.044 6.101 -.028 12.124 27 15 P818 T -.031 - 12.556 6.263 .034 12.541 28 B .123 - 12.046 6.085 .026 12.108 29 15 P858 T I -.098 - 11.925 5.913 .031 11.876 30 B .071 - 11.335 5.703 .025 11.37 31 15I P843 T -.11 -11.92 5.905 -.031 11.866 32 B .082 - 11.319 5.701 -.025 11.36 33 15 P838 T .097 - 11.735 5.916 .034 11.784 34 B -.047 - 12.202 6.077 .026 12.178 35 15 P823 T .076 - 11.737 5.907 -.034 11.775 36 B -.018 - 12.195 6.088 -.026 12.186 37 15 P817 T -.299 - 11.296 5.498 .052 11.15 38 B .396 -10.63 5.513 .046 10.833 39 15 P804 T -.225 - 11.254 5.515 -.053 11.143 40 B .318 -10.64 5.479 -.047 10.802 41 , 15 P857 T -.144 - 10.607 5.231 .05 10.535 42 B .179 -9.977 5.078 .046 10.068 43 15 P844 T -.131 -10.6 5.234 -.05 10.535 44 B .166 -9.981 5.073 -.047 10.065 45 15 P824 T -.02 - 10.418 5.199 -.053 10.408 46 B .08 - 10.839 5.46 -.046 10.88 47 15 P837 T -.055 -10.43 5.188 .053 10.403 48 B .117 - 10.832 5.474 .045 10.891 49 ! 15 P816 T -.27 -9.744 4.737 .072 9.612 50 B .396 -9.119 4.758 .072 9.324 51 15I P805 T -.238 -9.718 4.74 -.072 9.601 52 B .359 -9.116 4.738 -.071 9.301 53 ! 15 P845 T I -.105 -9.248 4.572 -.072 9.196 54 B .217 -8.644 4.431 -.074 8.755 55 15 P856 T -.117 -9.251 4.567 .071 9.193 56 B .229 -8.64 4.434 .074 8.756 RISA -3D Version 10.0.1 [C:\ XFER \410 -013 \ENGINEERING \410 -013 - Full model.r3d] Page 45 LC Plate Label Loc Sigmalfksil Siama2lksi Tau Maxfksi An efradl Von Mis 57 115 P825 T -.028 -8.978 4.475 -.075 8.964 587 B .11 -9A09 4.76 -.07 9.465 8.961 59 15 P836 T -.061 -8.991 4.465 .075 60 B .146 -9.404 4.775 .07 9.478 61 15 P806 T -.139 -8.154 4.007 -.091 8.085 62 B .305 -7.636 3.97 -.097 7.793 63 15 P815 T -.107 -8.131 4.012 .091 8.078 64 B .271 -7.64 3.956 .099 7.779 65 15 P855 T -.033 -8.029 3.998 .09 8.012 66 B .216 -7.477 3.846 .099 7.587 67 15 P846 T -.043 -8.031 3.994 -.091 8.01 68 B .227 -7.468 3.848 -.099 7.584 69 15 P835 T .071 -7.581 3.826 .094 7.617 70 B .041 -8.077 4.059 .095 8.098 71 15 P826 T .04 -7.591 3.816 -.095 7.611 72 B .072 -8.468 4.07 -.094 8.105 73 15 P854 T .02 -7.034 3.527 .1 7.044 74 B ,195 -6.521 3.358 .112 6.621 75 15 P847 T .007 -7.04 3.524 -.1 7.044 76 B .21 -6.517 3.364 -.113 6.624 6.72 77 15 P807 T -.015 -6.728 3.356 -.104 78 B .197 -6.315 3.256 -.118 6.416 79 15 P814 T .061 -6.683 3.372 .103 6.714 80 B .113 -6.325 3.219 .118 6.383 81 15 P834 T .149 -6.378 3.264 .107 6.454 82 B -.027 -6.917 3.445 .109 6,903 83 15 P827 T .114 -6.39 3.252 -.108 6.448 84 B .013 -6.912 3.463 -.11 6.919 85 15 P848 T .023 -6.295 3.159 -.093 6.306 86 B .173 -5.797 2.985 -.107 5.885 6.297 87 15 P853 T .019 -6.288 3.153 .094 88 B .176 -5.782 2,979 .106 5.872 5.806 89 15 P849 T .03 -5.79 2.91 -.066 90 B .103 -5.312 2.708 -.076 5.364 91 15 P852 T .015 -5.785 2.9 .067 5.792 92 B .12 -5.293 2.706 .077 5.353 93 15 P808 T .069 -5.564 2.816 -.103 5.599 94 B .088 -5.228 2.658 -.122 5.273 95 ! 15 P813 T .018 -5.59 2.804 .103 5.599 96 B .116 -5.222 2.669 .118 5.281 97 15 P850 T -.005 -5.551 2.773 -.023 5.548 98 B .086 -5.059 2.572 -.025 5.103 99 15 P851 T -.014 -5.548 2.767 .025 5.541 100 B .098 -5.052 2.575 .029 5.101 101 15 P828 T .152 -5.446 2.799 -.104 5.524 102 B -.055 -5.992 2.968 -.108 5.964 103 15 P833 T .14 -5.445 2.793 .105 5.517 104 B -.038 -5.984 2.973 .106 5.965 105 15 P829 T .162 -4.79 2.476 -.078 4.873 106 B -.132 -5.351 2.61 -.081 5.287 107 15 P832 T .131 -4.801 2.466 .079 4.868 108 B -.094 -5.348 2.627 .082 5.301 109 15 P812 T .009 -4.8 2.405 .081 4.804 110 B .072 - 4.446 2.259 .098 4.482 111 15 P809 T .083 -4.749 2.416 -.079 4.791 112 B .008 -4.442 2.225 -.096 4.446 113 15 P831 T .117 -4.481 2.299 .031 4.541 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: Plate Principal Stresses (By Combination) (Continued) RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 46 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:03 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Siama1fksil Siama2fksi Tau M 114 B -.149 -5.02 2.436 .034 4.948 1151 15 P830 T .132 -4.469 2.3 -.028 4.536 116 B -.164 -5.019 2.427 -.03 4.939 1171 15 P811 T .091 -4.329 2.21 .032 4.376 118 B -.061 -4.043 1.991 .041 4.013 1191 15 P810 T ' .074 -4.324 2.199 -.03 4.361 120 B -.041 -4.026 1.992 -.038 4.006 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 47 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: STRESSES - 111.79 - 119.80FT Plate Principal Stresses (Bv Combination) LC Plate Label Loc Siamalfksi 1 115 1 P1282A T -5.929 - 12.741 3.406 1.633 [ 11.043 2 B -4.186 -7.062 1.438 1.67 6.151 3 15 P1287A T -5.925 - 12.733 3.404 1.573 11.036 4 B -4.184 -7.059 1.437 1.536 6.148 5 15 P1277A T -5.63 - 12.245 3.308 1.691 10.616 6 B -3.877 -6.783 1.453 1.797 5.894 7 15 P1292A T -5.618 - 12.228 3.305 1.516 10.601 8 B -3.874 -6.773 1.45 1.408 5.886 9 15 P1289A T -8.726 - 10.852 1.063 1.535 9.961 10 B -4,281 - 6.866 1.293 .202 6.006 11 15 P1284A T -8.722 - 10.851 1.064 1.792 9.959 12 B -4.284 -6.863 1.289 -.014 6.004 13 15 P1272A T -5.095 - 11.353 3.129 1.744 9.849 14 B -3.357 -6.283 1.463 1.908 5.446 15 15 P1297A T -5.089 - 11.338 3.125 1.464 9.836 16 B -3.353 -6.27 1.458 1.299 5.434 17 151 P1294A T -8.307 - 10.805 1.249 1.337 9.798 18 B -3.993 -6.929 1.468 .372 6.024 9.797 19 15 P1279A T -8.304 - 10.806 1.251 1.99 20 B -4 -6.922 1.461 -.185 6.018 9.468 21 15 P1274A T -7.685 - 10.577 1.446 2.098 22 B -3,606 -6.895 1.645 -.282 5.974 23 15 P1299A T -7.685 - 10.567 1.441 1.227 9.461 24 B -3.6 -6.9 1.65 .467 5.977 8.973 25 15 P1269A T -7.044 - 10.103 1.53 2.153 26 B -3.252 -6.689 1,718 -.326 5.793 27 115 P1304A T -7.045 - 10.084 1.519 1.173 8.96 28 B -3.25 - 6.691 1.721 .511 5.795 29 15 P1267A T -4.469 - 10.256 2.894 1.783 8.907 30 B -2.777 -5.661 1.442 1.991 4.903 31 15 P1302A T -4.475 - 10.251 2.888 1.424 8.901 32 B -2.769 -5.651 1441 1.216 4.894 33 15 P1264A T -6.485 -9.431 1.473 2.174 8.357 34 B -3.005 -6.314 1.654 -.337 5.47 35 15 P1309A T -6.496 -9.413 1.459 1.153 8.346 36 B -3.007 -6.315 1.654 .52 5.471 7.967 37 15 P1307A T -3.908 -9.166 2.629 1.399 38 B -2.26 -5.02 1.38 1.162 4.354 7.965 39 15 P1262A T -3.905 -9.164 2.63 1.807 40 B -2.268 -5.023 1.377 2.044 4.357 41 15 P1314A T -6.084 -8.666 1.291 1.159 7.707 42 B -2.873 -5.846 1.486 .504 5.063 43 15 P1359 T -6.063 -8.669 1.303 2.17 7.704 44 B -2.872 -5.844 1,486 -.321 5.061 45 15 P1312A T -3.465 -8.223 2.379 1.393 7.15 46 B -1,913 -4.449 1.268 1.137 3.866 7.149 47 15 P1357 T 1 -3.47 -8.222 2.376 1.814 48 B -1.913 -4.446 1.267 2,068 3.863 49 15 P1319A T -5.815 -7.96 1.073 1.191 7.134 50 B -2.818 -5.374 1.278 .462 4.655 51 15 P1354 T -5.795 -7.952 1.079 2.138 7.123 52 B -2.816 -5.367 1.275 -.279 4.65 53 1 15 P1281A T -2.37 -7.671 2.65 1.591 6.803 54 B -4.174 - 13.415 4.621 1.58 11.891 55 15 P1286A T -2.369 -7.665 2.648 1.559 6.797 56 B -4.171 - 13.406 4.618 1.571 11.883 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 48 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc Sigmalfksil Sigma2fksi Tau Ma 57 15 P1324 T B -5.672 -2.809 -7.381 -4.974 .855 1.258 6.692 58 1.082 .393 4.32 59 15 P1349 T -5.662 -7.374 .856 2.068 6.685 60 B -2.808 -4.967 1.079 -.209 4.313 61 15 P1317A T -3.168 -7.475 2.153 1.406 6.498 62 B -1.746 -3.962 1.108 1.143 3.44 63 ' 15 P1352 T -3.17 -7.474 2.152 1.802 6.497 64 B -1.738 -3.958 1.11 2.063 3.437 65 15 P1344 T -5.623 -6.979 .678 1.949 6.409 66 B -2.823 -4.686 .932 -.106 4.087 67 15 P1329 T -5.624 -6.976 .676 1.376 6.408 68 I B - 2.822 -4.691 .934 .294 4.09 69 15 P1276A T -2.238 -7.217 2.49 1.626 6.399 70 B -3.991 - 12.846 4.428 1.591 11.388 71 15 P1291A T -2.232 -7.193 2.48 1.524 6.377 72 B -3.987 - 12.836 4,425 1.56 11.379 73 15 P1339 T -5.625 -6.774 .574 1.769 6.278 74 B -2.837 -4.543 .853 .024 3.975 75 15 P1334 T -5.623 -6.77 .573 1.557 6.275 76 B -2.837 -4.545 .854 .166 3.976 77 15 P1322 T -2.996 -6.929 1.967 1.441 6.019 78 B -1.728 -3.556 .914 1.189 3.08 79 15 P1347 T -2.985 -6.919 1.967 1.768 6.011 80 B - 1.719 -3.549 .915 2,02 3.074 81 15 P1327 T -2.913 -6.573 1.83 1.495 5.705 82 B -1.79 -3.234 .722 1.291 2.806 83 15 P1342 T -2.897 -6.553 1.828 1.713 5.688 84 B -1/87 -3223 .718 1.917 2.796 5.675 85 15 P1271A T -1.989 -6.401 2.206 1.669 86 B -3.667 - 11.848 4.091 1.605 10.506 87 15 P1296A T -1.984 -6.379 2.198 1.482 5.655 88 B -3.663 - 11.842 4.09 1.544 10.501 89 15 P1332 T -2.875 -6.386 1.756 1.564 5.54 90 B -1.862 -3,035 .586 1.479 2.651 91 15 P1337 T -2.868 -6.375 1.754 1.641 5.53 92 B -1.862 -3.03 .584 1.727 2.647 93 15 P1301A T -1.678 -5.442 1.882 1.429 4.827 94 B -3.266 - 10.641 3.688 1.52 9.442 95 15 P1266A T -1.675 -5.439 1.882 1.721 4.824 96 B -3.27 - 10.648 3.689 1.629 9.447 97 15 P1283A T -3.575 -5.306 .866 1.792 4.686 98 B -5.534 - 11.805 3.136 1.678 10.23 99 15 P1288A T -3.568 -5.304 .868 1.472 4.684 100 B -5.536 - 11.806 3.135 1.591 10.231 4.628 101 15 P1278A T -3.148 -5.314 1.083 2.022 102 B - 5.266 - 11.507 3.12 1.758 9.977 103 15 P1293A T -3.136 -5.309 1.087 1.245 4.623 104 B -5.269 - 11.505 3.118 1.512 9.975 105 15 P1273A T -2.565 -5.164 1.299 2.139 4.472 106 B - 4.832 - 10.944 3.056 1.819 9.5 107 15 P1298A T -2.557 -5.156 1.3 1.129 4.466 108 B -4.831 - 10.932 3.051 1.451 9.489 109 15 P1268A T -2.047 -4.822 1.388 2.197 4.192 110j B -4.354 - 10.177 2.911 1.857 8.844 111 15 P1303A T -2.043 -4.818 _ 1.387 1.071 4.188 112 B -4.345 - 10.158 2.906 1.413 8.828 113 i 15 P1306A T -1.362 -4.572 1.605 1.373 4.066 RISA -3D Version 10.0.1 [C:\ XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 49 Company : AW SOLUTIONS Designer : E. POULIN Job Number : 410 -013 SAVANNAH 180FT PEDISPHERE Nov 6, 2012 10:05 PM Checked By: Plate Principal Stresses (Bv Combination) (Continued) LC Plate Label Loc SiomalEksil Sioma2 x 1141 B -2.88 -9.468 3.294 1.492 8.406 115 ' 15 P1261A T -1.363 -4.565 1.601 1.775 4.059 116 B -2.881 -9.468 3.294 1.658 8.406 3.814 117 15 P1263A T -1.702 -4.369 1.333 2.223 118 B - 3.914 -9.305 2.695 1.871 8.092 119 15 P1308A T -1.7 -4.365 1.332 1.046 3.811 120 B -3.908 -9.296 2.694 1.399 8.085 121 15 P1356 T -1.1 -3.877 1.388 1.82 3.461 122 B 1 -2.562 -8.463 2.951 1.681 7.517 123 1 15 P1311A T -1.092 -3.869 1.388 1.327 3.455 124 B -2.565 -8.467 2.951 1.469 7.52 125 15 P1358 T -1.546 -3.895 1.174 2.224 3.397 126 B -3.566 -8.465 2.45 1.864 7.361 127 15 P1313A T -1.544 -3.891 1.174 1.045 3.394 128 B -3.573 -8.472 2.45 1.406 7.367 129 ! 15 I P1353 T -1.535 -3.464 .965 2.201 3.006 130 B -3.332 -7.765 2.216 1.839 6.747 131 15 P1318A T -1.536 -3.464 .964 1.069 3.006 132. B -3,348 -7.778 2.215 1.432 6.758 1331 15 P1351 T -.918 -3.348 1.215 1.843 2.996 134 B -2.336 -7.674 2.669 1.69 6.813 135 15 P1316A T -.915 -3.337 1.211 1.307 2.987 136 B -2.338 -7.683 2.672 1.459 6.821 137 15 P1323 T -1.619 -3.106 .744 1.123 2.691 138 B -3.215 -7.258 2.022 1.473 6,299 139 15 P1348 T -1.612 -3.1 .744 2.148 2.686 140 B -3.206 -7.252 2.023 1.798 6.294 1411 15 P1321 T -.838 -2.943 1.052 1.326 2.626 142 B -2.206 -7.11 2.452 1.469 6.304 143 15 P1346 T I -.829 -2.93 1.05 1.827 2.616 144 B -2.207 -7.101 2,447 1.679 6.295 145 15 I P1328 T -1.74 -2.817 .539 1.232 2.462 146 B -3.152 -6.923 1.885 1.529 6.003 147 15 P1343 T -1.734 -2.804 .535 2.036 2.451 148 B -3.155 -6.924 1.884 1.741 6.004 2.359 149 15 P1326 T I -.832 -2.663 .915 1.393 150 B -2.145 -6.734 2.294 1.503 5.958 151 15 P1341 T I -.824 -2.638 .907 1.761 2.338 152 B -2.137 -6.721 2.292 1.648 5.948 1531 15 P1333 T I -1.844 -2.624 .39 1.459 2.334 154 B -3.135 -6.762 1.814 1.597 5.862 155 15 P1338 T -1.842 -2.616 .387 1.8 2.328 156 B -3.14 - 6.763 1.812 1.671 5.862 1571 15 P1331 T -.851 -2.5 .824 1.506 2.201 158 B -2.113 -6.54 2.214 1.55 5.781 159 15 P1336 T -.849 -2.49 .82 1.645 2.192 160 B -2.106 -6.53 2.212 1.602 5.772 RISA -3D Version 10.0.1 [C: \_XFER \410 - 013 \ENGINEERING \410 -013 - Full model.r3d] Page 50 Source Top Bot Tank Top Stem top Cone Bot Cone ANALYSIS PARAMETERS I 1.15 V 150MPH G 0.885 (t /R), 0.0035372 (Class 2 - 3.4.3.1.2) PEDISPHERE STRESS RATIO CALCULATIONS AWWA D100 -05 TOP ELEVATION (ft) DWG MID ELEVATION (ft) K, Cr Pw (psf) D (ft) DWG t (in) DWG t/R lute (in4) 152 10.67 18.00 14.21 18.00 0.62 0.46 14.20 0.47 119.80 18.00 16.11 18.00 0.79 0.59 14.95 0.49 14.46 111.79 115.80 1.31 0.60 51.88 12.63 0.625 0.008 864718 103.99 107.89 1.29 0.60 51.11 8.00 0.500 0.010 176581 96.19 100.09 1.27 0.60 50.31 8.00 0.500 0.010 176581 88.39 92.29 1.24 0.60 49.46 8.00 0.563 0.012 199040 80.59 84.49 1.22 0.60 48.55 8.00 0.563 0.012 199040 72.78 76.68 1.20 0.60 47.57 8.00 0.594 0.012 210302 64.98 68.88 1.17 0.60 46.50 8.00 0.656 0.014 232890 57.18 61.08 1.14 0.60 45.34 8.00 0.688 0.014 244217 49.38 53.28 1.11 0.60 44.06 8.00 0.719 0.015 255566 41.58 45.48 1.07 0.60 42.61 8.00 0.781 0.016 278328 33.77 37.67 1.03 0.60 40.96 8.00 0.813 0.017 289741 25.97 29.87 1.00 0.60 39.74 8.00 0.875 0.018 312634 18.17 22.07 1.00 0.60 39.74 8.00 0.938 0.019 335613 14.94 16.55 1.00 0.60 39.74 8.00 0.938 0.019 335613 10.33 12.64 1.00 0.60 39.74 9.19 0.938 0.017 506444 7.11 8.72 1.00 0.60 39.74 12.19 0.781 0.011 975914 4.74 5.93 1.00 0.60 39.74 15.33 0.563 0.006 1388333 2.37 3.56 1.00 0.60 39.74 17.98 0.563 0.005 2238353 0.00 1.19 1.00 0.60 39.74 20.63 0.563 0.005 3378579 fvm (ksi) (Risa 3D) fa (ksi) (Rise 3D) fb (ksi) (Rise 3D) FL (ksi) (3.4.2) Fa (ksi) (Eq. 3 -13) Fb (ksi) (Eq. 3 -5) fa/Fa +fb /FL (3.3.3) 11.04 0.37 10.67 18.00 14.21 18.00 0.62 0.46 14.20 0.47 13.73 18.00 16.11 18.00 0.79 0.59 14.95 0.49 14.46 18.00 16.11 18.00 0.83 0.63 14.92 0.47 14.46 18.00 17.25 18.00 0.83 0.62 16.05 0.48 15.57 18.00 17.25 18.00 0.89 0.67 16.87 0.49 16.38 18.00 17.82 18.00 0.94 0.70 16.51 0.46 16.05 18.00 18.00 18.00 0.92 0.69 17.45 0.48 16.98 18.00 18.00 18.00 0.97 0.73 17.70 0.48 17.23 18.00 18.00 18.00 0.98 0.74 18.19 0.46 17.73 18.00 18.00 18.00 1.01 0.76 18.55 0.49 18.06 18.00 18.00 18.00 1.03 0.77 19.44 0.49 18.95 18.00 18.00 18.00 1.08 0.81 19.43 0.52 18.91 18.00 18.00 18.00 1.08 0.81 18.11 0.45 17.66 18.00 18.00 18.00 1.01 0.75 16.52 0.43 16.09 18.00 18.00 18.00 0.92 0.69 14.21 0.46 13.75 18.00 16.34 18.00 0.79 0.59 15.74 0.58 15.16 18.00 12.33 18.00 0.89 0.67 12.52 0.50 12.02 18.00 11.53 18.00 0.71 0.53 10.27 0.44 9.83 18.00 10.94 18.00 0.59 0.44 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Project: AT &T Goodman Site: 410 -013 ANCHOR BOLTS ANALYSIS Designed By: BB Date: SEPT 12 Checked by : EP 1.0 BASE REACTIONS: M= Moment at bolt Q= Axial load at bolt V= Shear load at bolt 2.0 BOLT PARAMETERS: d= Bolt diameter Fb= Yeild strength of bolt Fu= Ultimate strength of bolt M := 0•kip•ft Q := 79.4•kip (from structural analysis) (from structural analysis) 4.0 BASE PLATE PARAMETERS: w= Width of plate T= Plate thickness FY Yeild strength of plate 5.0 VERIFY STRESS IN BOLTS: Ab= Area of one bolt S= Section modulus of anchor bolts °= Maximum stress in bolt °all= Maximum stress in bolt Fb := 36•ksi FL := 15•ksi d := 2.25• in F„ := 58•ksi T := 1.5•in w:= 6•in TC•d4 _ 7C. d 2 lb • _ 64 Ab • 4 V := 45.6.kip (from structural analysis) 1 b := 10•in – d – —•in 16 (Tall := FL•1.3333 = 20•ksi o-:= :_ — = 20•ksi fv := — V = 11•ksi Ab Ab 6.0 VERIFY STRESS IN CHAIR PLATE ( PLATE NOT ATTACHED TO SHAFT): Fbokt= Maximum force in bolt Mplate °plate Gall= Splate 6 Moment in plate Maximum bending stress in plate Maximum stress in plate b•T2 Mplate 6plate Splate w Mplate Fbolt' g Oplate = 21•ksi Mplate = 60•kip•in °plated max – 103•% = 100•% crall Fbolt := 6•Ab = 79•kip = FL•1.3333 = 20•ksi 6.1 VERIFY WHEN CHAIR PLATE IS WELDED TO SHAFT: THE PORTION OF THE PLATE THAT WILL UNDERGO THE MAXIMUM STRESS IS INCLUDED IN THE SEGMENT'ABCD'. FOR SIMPLICITY, THE PLATE IS CONSIDERED RECTANGULAR WITH FIXED END ALONG 'BC', 'CD', DA'. THE FOLLOWING CALCULATIONS ARE BASED ON THE ROARK'S FORMULAS (STRESS AND STRAIN, 6TH EDITION, TABLE 26) a= Width of the plate b= Length of the plate q= Distributed load on the plate 6= Stress coefficient a := 8•in b := 9•in nM Fbolt q a•b 10. Rectangular plate; three 10a. Uniform over entire edges fixed, one edge (a) plate free 1 a A 5 D C q = 1103-psi (At x = 0, z 0) (At x= 0,: = x- -±-_..z 2 alb 0.25 0.5 Max at, = -#162 as - -�3gb2 b and R = y1gb and R = y2gb 0.75 1.0 1.5 2.0 3.0 1131 0.020 0.081 0.1 73 0.321 0.727 1.226 2.105 fl2 0.016 0,0.66 0.148 0.259 0.484 0.605 0.519 132 0.031 0.126 0.286 0.511 1.073 1.568 1.982 Yi 0.114 0,230 0.341 0.457 0.673 0.845 1,012 T2 0.125 0.248 0.3 71 0.510 0.859 1.212 1.627 a - 0.75 a = 0.889 0.173 + b •0.321 - 0.173) b 1.0 - 0.75 6.1.1 MAXIMUM BENDING STRESS: (31•q•b2 T2 Opiate= 10•ksi (3t = 0.255 VALID WHERE 0.75 <a /b< 1.0 6x11 = 20•ksi max ( Cplate\ - 51.% DRAWING LIST SHEET REV, OESCRIPIION NO, 1 ELEVATION & ORIENTATION 2 TANK BODY DETAILS 3 TANK BODY ERECTION DETAILS 4 • ACCESS TUBE DETAILS 5 BASE CONE DETAILS 6 ANCHOR BOLT CHAIRS 7 CONE DOOR DETAILS 8 -A TOP STEM SECTION 8 -B MID STEM SECTION 9 BOTTOM STEM SECTION 10 10 "0 INLET DETAILS w/ 6 "0 DRAIN 11 6 "0 OVERFLOW DETAILS 12 LADDER DETAILS 13 ELECTRICAL DETAILS NP1 NAME PLATE DETAILS P1 PAINT SCHEDULE SD1 SAFETY DEVICE DETAILS XR1 X -RAY LAYOUT SHOP STANDARDS DP3 -24S DEFLECTOR PLATE FOR STEEL PIPE LLUG LIFTING LUG PHR -8 PAINTER'S HATCH & RINGS P -RIG PAINTER'S RIGGING R240LM 24 "0 SCREENED VENT - MODIFIED RM18x24 18" x 24" ELLIPTICAL MANWAY R3OS0 30" SQ. HATCH R3OSOHC 30" SO. HATCH COVER SPCC -8 STEM PLATFORM & COND. CEILING TSB TEMPORARY SHIPPING BRACING TECHNICAL DATA TNEMEC DATA SHEETS TNEMEC COLOR CARDS SAF -T -CLIMB DATA SHEETS SMITH -BLAIR DATA SHEETS PROTECTOSEAL DATA SHEETS QUICKRETE GROUT DATA if! BSCI JOB NO. 3313 -98 BROWN A 150,000 GAL. ELEVATED "BALL ", 34' -6 "0 x 148' -0 3/4" HWL STEEL CONTRACTORS. INC FOR CITY OF TYBEE ISLAND, GEORGIA ELEVATED WATER $TORAGE TANK TANK DESIGN DATA: DESIGNED PER: AWWA D100 -96 AND ACI 318 -95 WIND: 150 M.P.H. SEISMIC: ZONE 2A (S =1.2) SNOW LOAD: 25 P.S.F. CORROSION ALLOWANCE: 1/16" TO CALC. "t" (WET PLATE ONLY) 1/4" MIN. IE, REFERENCE SPECIFICATION SECTION: SECT. 15282 - ELEVATED STORAGE TANK PEDESTAL SPHEROID I4J39ET, GAY. AELL & DeYOUNG. INC. CD 'So; E. U r,VA1..141.1. DOCUMENT REVIEW Thrs docum.ntt r c; r..1 'ea e" +,r rnnlr.rr m -e .vnt, ;nr d -SIKH CO'irrDt . Id 'iP� PI CO.nt'Inn, r•v+ta'+ ...,...lntS. T f. COn•rie'.:r i ra tP.•nt .'C f it :.nfIrmi, r ;.•d - nr.iL+dr.Q .1, C•oniiht, tn■ iCOYU+i and'4nt@Otor ' +•nndS. t/u,r,E'.•) REr,IC••S:.OTED A44ErN _ RE"-9`11T REJECTED RESDE A1T DATE: PI- I BY /11 THIS IS TO CERTIFY THAT THESE DRAWINGS HAVE BEEN REVIEWED, CHECKED AND APPROVED AND THAT THEY ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS. BROWN STEEL CONTRACTORS. INC. SOX 549 NEWNAN. CA. O'FLOW ELEV. 160.56' H.W.L. 34' -6' DIA. • C STEM PLATFORM SEE STD. SPCC -8 T O.F. ELEV. 12.5' TANK BODY SEE SH. 2 & 3 4' -0' ACCESS TUBE SEE SH. 4 PAINTER'S HATCH SEE STD. PHR -8 NN_TOP STEM SECTION SEE SH. 8 —A MID STEM SECTION 7SEE SH. 8 —B BOTTOM STEM SECTION 7 SEE SR 9 CONDENSATE CEILING Z—SEE STD. SPCC -8 BASE CONE SEE SH. 5 ELEVATION 36' x 8D' MANDOOR SEE SH. 7 6'0 O'FLOW PIPE SECTION C —C SEE SH. 4 1' -6' 1' -6' 10'0 INLET PIPE R3OSQHC SECTION_ .E.3, SEE B —A, 8 -1 9 STEM LADDER PACK GROUT COMPLETELY UNDER BASE PLATE AND SQUARE OFF 2 EDGES GROUT DETAIL SECTION, =A NOTES, 1. GROUT UNDER BASE PLATE WITH QUIKRETE NON- SHRINK PRECISION GROUT. (14) - 50# BAGS REQ'D. 2. GRIND ALL ROUGH EDGES, SHARP CORNERS AND WELDS SMOOTH AND REMOVE ALL WELD SPATTER. BROWN STEEL CONTRACTORS, I NC. BOX 649 NEWNAN. GA. DESCRIPTION ELEVATION & ORIENTATION CUSTOMER TYBEE ISLAND, GA [MAIM IVY RAM WF /KM 10 -21 -98 .aa NR. ONMMNO NR. 3313 -98 3313 CNEacO S RATE 0 114111S SNEET NO. 1 or 13 8 SHOTS REQUIRED 6 PRIMARY SHOTS TO INCLUDE: 2 JUNCTIONS AND 2 WELDER QUALIFYING SHOTS 2 SECONDARY SHOTS NOTE SHOTS ARE BASED ON 4 WELDERS, IF 5 WELDERS ARE USED, ADD A QUALIFYING SHOT. TOP LAYOUT WELD LEGEND SHOP FIELD AIR FIELD GROUND NO X —RAY REQ'D BOTTOM LAYOUT en co in Day vco (7 CU Ct 1 VI TOTAL LIN FT. WELD HORIZONTAL = 350 FT (AIR = 162 FT; GROUND = 188 FT) <PRIMARY = 148 FT; SECONDARY = 202 FT) VERTICAL = 702 FT SHOP = 401 FT FIELD AIR = 144 FT FIELD GROUND = 157 FT TOTAL FIELD PRIMARY = 449 FT TOTAL FIELD SECONDARY = 202 FT BROWN STEEL (bNTRACTORS, INC. BOX 549 NEWNAN, GA. oescRIPnoN X —RAY LAYOUT 150,000 GAL BALL — 34' -6" DIA. CUSTO.IER TYBEE ISLAND, GA DAMN/ DV WF /KM AD NO 3313 -98 DATE 10 -21 -98 DRANINO NO. 3313 OCEOCEO DI' DATE s~EI, No. XR1 or 1 34' -6' DIA. 3' -8 5/8' 29' -10 9/16'0 17' -3'0 N M 1' -2' 'D 3' -11 11/16' 12.456 0' HEAD RANG 30" 0 30" 3,089" / SAUCER LAY —OUT C 8 ) SEG REQ'D C/F ( 2 ) If. 1/4' x 84' x 230' USE NC TEMPLATE 3239091 USE WITH 48'0 ACCESS TUBE T 6 CUT 8 SEG. FROM (2) IQ 1/4" x 82" x 259" LS. DIAG. CHD. = 9' -7" END LS ARC ONE SEGMENT 1.5. 040. ONE SEGMENT L5. VERT. ARC L5. VERT. CHO. L5. ARC (2) SEG. I.5. CHO. (2) SEG. 91c 6' -9 1/4" 6' -8 3/4" 5-3 3/8" 5 -3 1/8" 13' -6 9/16" 13' -2 7/16" urnE 2' -11 1/16" 2' -10 3/16" 5' -10 1/8" 5-3 1/8" wT. /sEG. = 265# WT. /ASS'Y.. 530# TS CUT 16 SEG. FROM (8) FE 1/4" x 72" x 222" SHIP (4) SETS OF 2 TEMPLATE 31340633 I.S. DIAG. CHD. = 12' -5 1/2" ENO LS ARC ONE SEGMENT L5. 010. ONE SEGMENT I.S. vERT, ARC I.S VERT. 010. L5. ARC (2) SEG. LS 0440. (2) SEG. 91G 5' -10 3/8" 5-9 15/16" 9._d 3/6" 8' -11 1 /8" 11' -8 13/16" 11' -5 3/16" LITTLE 3' -4 5/8" 3' -4 3/8 6' -9 5/16" 6' -7 13/16", wr. /SEG = 439# WT. /ASSY. . 877# CUT 20 SEG, FROM (8) E 1/4" x 72" x 222" SHIP (8) SETS OF 2 TEMPLATE 31340533 1,S. DIAG. CHD. = 10' -2 15/16" END I.S. ARC ONE SEGMENT I.S CHD. ONE SEGMENT I.S. VERT. ARC I.S. vtRT. 040. 1S. ARC (2) SEG. L5. 010. (2) SEC. I.5. ARC (3) SEG. 1.5. 010. (3) SEG. BIG 5' -5" 5 -4 3/4" 9,_0 3/8" 5_11 1/8" t0' -10" 10' -7 15/16" 16" -3" 15' -7 15/16" LITTLE 4' -8 5/16" 4' -8 1/16" 9' -4 5/8" 9' -2 13/16" 14' -0 15/16"13'-6 13/16" WT./SEC. = 481# NOTES: 1, ALL DIMENSIONS ARE I.S. UNLESS OTHERWISE NOTED. 2. TANK FITS FLUSH 1.5. EXCEPT FOR TI WHICH FITS FLUSH 0.5. TO T2. 3. FOR WELD DETAILS, EDGE PREP. AND STRUCTURAL DETAILS, SEE NEXT SHEET. 4. ALL TANK PLATE TO BE DISHED. 17'-3' - t2 - TI • 3'-2 1/8' L.W.L. 29' -10 9/16'0 T2 wi, /2 Q ASSY. = 9621 WT. /3 Q ASS'Y.. 1,443/ SHP (4) SETS OF 2 SHIP (4) SETS OF 3 CUT 16 SEG. FROM (8) R. 5/8" x 72" x 222" TEMPLATE 31340333 I.S. DIAG. CHD. = 12' -5 1/2" ENO 1.5. ARC ONE SEGMENT LS 010, ONE SEGMENT LS vERT, ARC 1S vERT. 010. 15. ARC (2) SEG. 15. 010. (2) SEG. 810 5' -10 3/8" 5-9 15/16" 9' -0 3 /8" 8' -11 1/8" 11' -8 13/16" 11' -5 3/16" LITTLE 3' -4 5/8" 3' -4 3/8 6' -9 5/16" 6' -7 13/16" WT. /SEG . 987# wr. /ASS'Y.. ,975# SHIP (8) SETS DF 2 T T CUT 8 SEG. FROM (4) 2 5/8" x 84" x 240" NOTE!—\I S. DIAG. CHD. TEMPLATE 31340233 14' -11 3/16" END 1,S ARC ONE SEGMENT 15. 010. ONE SEGMENT 15. VER1. ARC 0.S VERT, CHO LS ARC (4) SEC. LS. CHO, (4) SEG. BIG 6' -9 3/16" 6' -7 1/8" 9' -8 9/16" 9' -2 11/16" 27' -0 11/16" 17' -2 11/16" LITTLE 3' -1 7/16" 3' -0 1/2" 12' -5 13/16" 7' -11 3/8" WT. /sEG. • 1001# CAP IQ LAY —OUT 5 4 ) SEG REQ'D C/F 5 1) 2 5/16' x 72' x 161' USE NC TEMPLATE 31340833 W T. /ASSY.. 4004# SHIP (2) SETS OF 4 TEMPLATE 31340133 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTIONI /16" C.A. TO CALC. "1 "; 1/4" MIN. 150,000 GAL BALL, 34' -6 "M x 30' -0" H.R. TANK BODY DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN 87 DATE CHECKED 8Y WF 10-21-98 DATE 11/231f$ J00 NQ DRAYANC NO 3313 -98 3313 SNEET Na 2 or TYP. ALL VERT ABOVE TYP, ALL HORIL ABOVE ONE LIFT 19,576# NOTE: LIFT WEIGHT INCLS. ENTIRE ROOF FROM 74 TO ROOF CAP AND VENT ( 1/4 OF LIFT SHOWN SHIPPING SHOP ITEM REVD PART REO'O DESCRIPTION MAT'L UNIT WT 71 A 2 71 8 T1 H BOTTOM PLATE ASSEMBLY A283 OR A36 4004 T2A 8 72 16 72 BOTTOM PLATE ASSEMBLY A283 OR A36 1975 T3A 4 73 73 ti BOTTOM PLATE ASSEMBLY A283 OR A36 962 T38 T4A 748 T5A 76A SIA A 4 4 4 8 4 73 74 T4 T5 76 12 8 12 16 8 73 — BOTTOM PLATE ASSEMBLY T4 — ROOF PLATE ASSEMBLY 74 — ROOF PLATE ASSEMBLY 75 ROOF PLATE ASSEMBLY T6 — ROOF PLATE ASSEMBLY A283 OR A36 A283 OR A36 A283 OR A36 A283 OR A36 A283 OR A36 1443 962 1443 4 4 S1 8 S1 - SAUCER PLATE ASSEMBLY ROOF CAP PLATES TYP. SHOP L FIELD INCLS. T2 & 73 BEVEL TI L T2 VIM 1 /B' LAND SEE DETAIL 'X' 6 SHOP TYP. > FIELD si'' SEE DETAIL Y' ONE LIFT © 11,181# NOTE: LIFT WEIGHT INCLS. 71, S1 & BOT. ACCESS TUBE C DOES NOT INCL. ANY STEM VT. 1 DETAIL "X" DETAIL "Y" A283 OR A36 A283 OR A36 877 117 BROWN N STEEL CONTRACTORS. INC. BOX 549 NEWNAN, CA. OESCRIPIIONI /16" C.A. TO CALC "1 "; 1/4" MIN. 150,800 GAL BALL, 34' -6 "0 X 30' -0" H.R. TANK BODY ERECTION DETAILS CUSTOMER TYBEE ISLAND, GA ORAMM BY WF own 10 -21 -98 anon° 8 K9 DATE 11I25M9 JOB NO. 3313 -98 ORAYANO NO. 3313 SMELT HO. 3 or / SEE DETAIL 'Y' SHIPPING SHOP DESCRIPTION MAT'L UNIT W I. ITEM REO'O PART REO'0 / 4 1 4A 1 BOTTOM ACCESS TUBE ASSEMBLY 1037 m T m co ^ . m ti I� ` ` L f 12F / /R24OLM 4D R30SO n 1 PIPE 48'0 x .375' x 3' -6' A283C b 1 18' x 24' ELLIPTICAL MANVAY C.S. c 3 STANDARD HANDLE A36 d 1 IE 1/2' x 60' O.D. x 48 1/4' I.D. A283C 4B 1 MID ACCESS TUBE ASSEMBLY 2817 e 1 PIPE 48'0 x .375' x 14' -2 9/16' A283C R30S0 12E 1 BOTTOM ACCESS TUBE LADDER A36 b N aJ 4C 1 TOP ACCESS TUBE ASSEMBLY F 1 PIPE 48'0 x .375' x 17'-8 1 /8' A283C 12F 1 TOP ACCESS TUBE LADDER 436 4D 1 p 1/2' x 50' O.D. A283C 278 .ii R240LM 1 24'0 SCREENED VENT - MODIFIED C.S. 204 Z ^ ? •-• = 4K DETAIL "Y" P -RIG 1 PAINTER'S RIGGING C.S. -- 4E 1 PRDTECTDSEAL VENT - 4'0 4854414 ALUM. 20 11 J �.` /...• s. \\ 4F 1 4'0 ROOF NOZZLE 20 I I I 9 ] PIPE 4'0 x STD. x 0' -9' C.S. e 12E z h 1 FLG. 4'0 x 150q x FFSO C.S. 4G 1 GSKT 3/16' x 9' 0.0. x 4' I.D. v/ (8) 7/8'0 HOLES ON 7 1/2' B.C. NED- PRENE i CUT -IN I I I N 1 ' 4E 4H 8 BOLT 5/8'0 x 3' LG. C.S. - 4J 1 ROD 1'0 x 14' -1 5/8' C.S. 38 j I% Q I SAUCER 4K 4 113' x 3` x 1/4' x 0'-4' 436 1 R30 2 30' SQUARE ROOF HATCH C.S. - \ PLATE i 4G -- DETAIL "X" h LS. & o - CZ I- y O.S BROWN STEEL CONTRACTORS, I NC BOX 549 NEWMAN. GA. yr * mlIM"IMMP' 4F O U of b DESCRIPTION ACCESS TUBE DETAILS o N • o °1 9 CUSTOMER TYBEE ISLAND, GA �� 4" FREEZE —PROOF VENT SBA.. BY VF /KM DATE 10 -21 -98 C+KCKEO BY Kp DATE 11 /zS /q18 SEE DET. 'X' ELEVATION c JOB NO. 3313 -98 DTAKwC MO, 3313 SHEET N° 4 DE 14' -11 5116' 4' -0' R. IS. CT co Eg W N a • cc Q 10 1/2' C2 5' -2 1/4' R. LS. C2&CT C1 7-0' R. I.S. CI & C2 10' -11 3/4' R. I.S. CI 10' -7 1/2' 1.S. R. BASE R. CONE ELEVATION_ 7' -1 1/4' 3' -2 3/16} LAY —OUT CT c 8 ) SEG REO D C/F ( 1 ) R 15/16' x 96' x 240' USE NC TEMPLATE 3034024 ASS'Y & FORMING DIM. TOP O.S. 0H0 = 3' -1 3/8' TOP I.S. ARC = 3' -1 11/16' BTM O.S. CHD = 4' -0 3/16' BTM T.S. ARC = 4' -0 7/9' D.S. DIAG. CHD. = 5' -10 5/16' WT /SEG = 624# FOR < 4 ) SEG TOGETHER. TOP 0.S. CHD = 8' -1 5/8' TOP I.S. ARC = 12' -6 13/16' BIM 0.5. CHD = 10' -5 7/8' BIM I.S. ARC = 16' -3 9/16 D.S. DIAG. CHD = 10' -4 1/4' WT /ASS'Y = 2496# 5' -5 13/16' LAY —OUT < 8 ) SEG REO'D C/F < 1 ) P 25/32' x 96' x 240' USE NC TEMPLATE 3061023 1/16, TYP 'A LAY —OUT PART a ( 9 ) SEG REO'D C/F < 1 ) 11_1 1/8' x 72' x 172' USE NC TEMPLATE 3247051 3'-2' 3' -4" LAY —OUT. PART b ( ONE ) SEG REO'D ASS'( & FORMING DIM. TOP LS. CHD = 3' -11 5/8' TOP 0.S. ARC = 4' -1 7/16' BTM I.S. CHD = 5' -4 5/16' BTM 0.5. ARC = 5' -6 7/16' I.S. DIAG. CHD. = 5' -11 1/8' WT /SEG = 569# FOR ( 2 > SEG TOGETHER TOP I.S. CHD = 7' -4 1/16' TOP D.S. ARC = 8' -2 7/8' BTM I.S. CHD = 9' -10 13/16' BTM 0,S. ARC = 11' -0 15/16' I.S. DIAG. CHD = 9' -3 1/2' WT /ASS'Y = 1138# LAY —OUTS ( 10 ) SEG REO'D C/F ( 5 ) R. 9/16' x 84' x 240' USE NC TEMPLATE 3061022 SHIPPING SHOP ITEM REVD PART REO'0 DESCRIPTION M A T'L UNIT WT 5A 3 BOTTOM CONE ASSEMBLY 3667 a 6 R_ 1 1/8' x (SEE SKETCH) A36 CI 6 R_ 9/16' x (SEE SKETCH) A36 c 6 BAR 4 x 1/4 x 10 1/2' A36 5B DOOR CONE ASSEMBLY 8445 a 1 R. 1 1/8' x (SEE SKETCH) A36 b C1 c 1 2 2 R.1 1/8' x <SEE SKETCH) A36 R. 9/16' x (SEE SKETCH) A36 BAR 4 x 1/4 x 10 1/2' A36 7A 1 DOOR ASSEMBLY C.S. CIA 1 C1 2 R. 9/16' x (SEE SKETCH) A36 2115 5C 2 It 1 1/8' x <SEE SKETCH)+ (2) PART c A36 552 C2A 4 C2 8 R. 25/32' x (SEE SKETCH) A36 1138 CTA 2 CT 8 IL 15/16' x (SEE SKETCH) A36 2496 50 20 BAR 1' S0. x 0' -8 1/2' LG A36 48 ASS'Y & FORMING DIM. TOP I.S. CHD = 4' -3 15/16' TOP 0.5. ARC = 4' -S 1/8' BTM I.S. CHD = 6' -9 7/16' BTM 0.S. ARC = 6' -11 1/8' I.S. DIAG. CHD. = 9' -9 3/16' WT /SEG = 1058* FOR < 2 ) SEG TOGETHER' TOP I.S. CHD = 8' -2 13/16' TOP 0.S. ARC = 8' -10 1/4' BTM I.S. CHD = 12' -10 7/8' BTM 0.S. ARC = 13' -10 1/4' I.S. DIAG. CHD = 13' -2' WT /ASS'Y = 2115# /8' DETAIL, "X" DETAIL "Y" NOTES 1. SHOP LEAVE 24' VERT UNWELDED TOP & BTM C2 & C 2. SHOP DO NOT WELD BASE PLATE VERTS. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCR1PTIO BASE CONE DETAILS CUSTOMER TYBEE ISLAND, GA ORAMN BY WF /KM OATS 10 -21 -98 CMECNEO 0= X-D GATE .10q NO. 3313 -98 ORANINC NO. 3313 SHEET NO, 5 OE NOTE: 1. ANCHOR BOLTS ON EACH SIDE OF THE MANDOOR WERE INCREASED FROM 2 1/4'0 TO 2 1/2'0. 1, 2 1/2'0 HOLE - FOR 6A 2 3/4'0 HOLE - FOR 68 8' 4' 1/2' 6' 2 1/4'0 ANCHOR BOLT OR 2 1/2'0 ANCHOR BOLT (SEE NOTE 1) SHIPPING SHOP !TEM REVD PART REO'0 DESCRIPTION MAT)._ UNIT WT 6A 18 ANCHOR BOLT CHAIR - SMALL BOLT 73 a 18 I[' 1 1/2' x 8' x 12 15/16' A283C 36 ii? 1/2' x 11 1/2' x 12 1/16' A283C 69 2 ANCHOR BOLT CHAIR - LARGE BOLT 73 c 2 IQ 1 1/2' x 8' x 12 15/16' A283C b 4 _F2,1/2' x 11 1/2' x 12 1/16' A283C BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,PT1ON ANCHOR BOLT CHAIRS CUSTOMER TYBEE ISLAND, GA ORANN BY WF /KM DATE 10 -21 -98 CRECNED BY •n DATE lyzS 1q8 JOS No. 3313 -98 DRANWO NO. 3313 -98 SHEET NO. 6 Or 1 1/8' 3' -0' 2' -9 3/4' ti t ■ YI SHOP BREAI; 2 I /8'm\ 1 / HOLE FDR LOCK SET 3' -1 1/2' O.S. DOOR ELEVATION NOTE: 1. SEE SH. 1 FOR CORRECT BASE PLATE ORIENTATION. 2. SHOP TO SHIM DOOR 1/8' FROM FRAME WHEN ASSEMBLING. 3. SHOP TO INSTALL SHIPPING BRACING. SHIPPING BRACE SEE DET 'X' DOOR ASSEMBLY SHIPPING SHOP ITEM REOb PART REO'D DESCRIPTION MAT'L UNIT WT 7A 36' x 80' CONE DOOR ASSEMBLY 3090 a (NC R. 1 1/8' x 56 1/4 x 56 9/16 3061031) A283 a 2 E. 1 1/8' x 47 15/16 x 62 (NC 3061031) A283 c R 1/4' x 41' x 81 1/2' (NC 908 36801) C.S. a R. 1/4' x 2' x 58 1/2' C.S. e 2 WELD -ON PIN HINGES S.S. (AUSTIN PART NO. R194 -0120) 9 h k BAR 1 1/2 x 1/2 x 1'-0' (HANDLE BEND) A36 R. 1/4' x 1' x 1 1/2' CNC 908 00000) 55304 R. 1/4' x 1' x 2 1/4' (NC 908 00000) SS304 WELDABLE LOCK BOX (CAT.NO. LB218) n P LOCK SET (MCMASTER -CARR R1789A21) C.S. BRASS ..1 1/2' x 1 1/2' x 1/4' x 0' -3 A283 DETAIL ' c DETAIL "Y" BROWN S TEEL C ONTRACTORS, INC. Box 549 NEWNAN. GA OEScn PTION CONE DOOR DETAILS CUSTOMER TYBEE ISLAND, GA DRAMN av VF/KM DAIS 10 -21 -98 CNCoMED $V 140 CATE JOG ND. 3313 -98 DRAMNa NO 3313 -98 SHEET Ma 7 or SEE NOTE 2 0 N 0 0 z cr 0 z Z SPCC - 8 1/2 IIE OR 10G TYP 8' -0I I.D. 9I6 120 916' 3'-O' TSB -8 19/32 1 1IK 100 • N b 1IK 100 [C 0 a: z o� a a: r� 1- aJ 0 ELEVATION 2' -7 3/16' SECTION A -A 120 STEM LADDER SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION M A T'L UNIT WT 8A 1 TOP STEM SECTION 24,275 a 2 e 1/2' x 93 5/8' x 303 1/8' A36 2 e 9/16' x 93 5/8' x 303 5/16' A36 c e 19/32' x 93 5/8' x 303 7/16' A36 106 PIPE 10'0 x 25' x 36' -0' A53B 10Q 2 e 1/4" x NC TEMPLATE 9100810 C.S. 11E PIPE 6'0 x .188' x 36' -0' A53B 11K 2 e 1/4' x NC TEMPLATE 9100806 C.S. 12D 1 TOP STEM LADDER C.S. SPCC TSB -8 STEM PLATF+IRM AND COND. CEILING C.S. TEMPORARY SHIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. PHR -8 24'0 PAINTER'S HATCH 8, RINGS C.S. PIPE 14'0 x .25' x 0' -6' A53B 1 PIPE 8'0 x .25' x 0' -6' A53B R30 SQHC 1 30' SQ. HATCH COVER C.S. NOTES: 1. SHOP INSTALL TEMPORARY BRACING ON INLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION TOP STEM SECTION CUSTOMER TYBEE ISLAND, GA BRAMN BY WF /KM a10 -21 -98 OHEb4ED BY Kp O.,E JOB Na. 3313 -98 ORAIMNO NO, 3313 SHEET NO. 8-A 5 SECT. 2 7' -9 5/8' = 39' -0' SEE NOTE 2 TSB 21/3 i rD 100 IIK 16 I0F 1IF 8' -0T I.D 23/32 120 3' -0' 25/' 32 TSB 6 d 100 11K ELEVATION 0 SHIPPING ITEM REO'D SHOP PART REO'O DESCRIPTION MAT'L UNIT WT SECTION A —A 12C STEM LADDER 80 1 MID STEM SECTION 31,550 a 1 e 21/32' x 93 5/8' x 303 5/8' A36 b 1 E 11/16' x 93 5/8' x 303 11/16' 436 c E 23/32' x 93 5/8' x 303 13/16' A36 d 1 R 25/32' x 93 5/8' x 304' A36 e I IE 13/16' x 93 5/8' x 303 13/16' 436 10F 1 MID STEM INLET ASSEMBLY A53B 100 2 E 1/4' x NC TEMPLATE 9100810 C.S. IIF 1 MID STEM OVERFLOW ASSEMBLY A53B 11K 2 IC 1/4' x NC TEMPLATE 9100806 12C 1 MID STEM LADDER C.S. C.S. TSB -8 2 TEMPORARY SHIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. NOTES. 1. SHOP INSTALL TEMPORARY BRACING ON INLET AND OVERFLOW PIPES FOR SHIPPING 2, WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS. INC. BOX 649 NEMNAN, GA DESCRIPTION MID STEM SECTION CUSTOMER TYBEE ISLAND, GA ORAMW Or WF /KM DATE 10 -27 -98 LMEBCED 9Y kp OAtt VZS/yI? J00 NO. 3313 -98 DRAMt1O H0. 3313 SHEET NO. 8-8 or ELEVATION SECTION A —A 12D STEM LADDER LLUG SHIPPING SHOP ITEM REO'D PART REO.D DESCRIPTION MAT'L UNIT WT 9A BOTTOM STEM SECTION 19,638 1 E 7/8' x 93 5/8' x 304 5/16' A36 b 1 ie 15/16' x 93 5/8' x 304 1/2' A36 c • 15/16' x 38 3/4' x 304 1/2' A36 IOE BOTTOM STEM INLET ASSEMBLY A530 100 2 e 1/4' x NC TEMPLATE 9100810 C.S. IIG 1 BOTTOM STEM OVERFLOW ASSEMBLY A53B 11K 2 E 1/4' x NC TEMPLATE 9100806 C.S. 12C I BOTTOM STEM LADDER C.S. TSB 1 1E4P„F.An'' :HIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. 2 PIPE 14'0 x .25' x 0' -6' A53B PIPE 8'0 x .25' x A530 SO C 30' SQ. HATCH COVER C.S. SPCCC STEM PLATFORM AND COND. CEILING C.S. NOTES' 1. SHOP INSTALL TEMPORARY BRACING ON INLET, OUTLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCRIPTION BOTTOM STEM SECTION CUSTOMER TYBEE ISLAND, GA WW AN OATS WF /KM 10-27 -98 0.03HEO 8Y Iti9 DATE 11/as /58 JOB NO. ORAwNO NO. 3313 -98 3313 SHEET NO. I TSB I I I fn 10Q IIK I o z-b 100 SEE NOTE 2 12C 8' -01 10E 11G I.D. 15/16' 3'-0' �IlK TYP. FOR ALL PIPING n 5' -0' I TJT I 8 I I 15/16' I -1-- ELEVATION SECTION A —A 12D STEM LADDER LLUG SHIPPING SHOP ITEM REO'D PART REO.D DESCRIPTION MAT'L UNIT WT 9A BOTTOM STEM SECTION 19,638 1 E 7/8' x 93 5/8' x 304 5/16' A36 b 1 ie 15/16' x 93 5/8' x 304 1/2' A36 c • 15/16' x 38 3/4' x 304 1/2' A36 IOE BOTTOM STEM INLET ASSEMBLY A530 100 2 e 1/4' x NC TEMPLATE 9100810 C.S. IIG 1 BOTTOM STEM OVERFLOW ASSEMBLY A53B 11K 2 E 1/4' x NC TEMPLATE 9100806 C.S. 12C I BOTTOM STEM LADDER C.S. TSB 1 1E4P„F.An'' :HIPPING BRACING C.S. LLUG 2 LIFTING LUG C.S. 2 PIPE 14'0 x .25' x 0' -6' A53B PIPE 8'0 x .25' x A530 SO C 30' SQ. HATCH COVER C.S. SPCCC STEM PLATFORM AND COND. CEILING C.S. NOTES' 1. SHOP INSTALL TEMPORARY BRACING ON INLET, OUTLET AND OVERFLOW PIPES FOR SHIPPING 2. WEIGHTS ARE BASED UPON EQUAL CAN HEIGHTS, CAN HEIGHTS MAY VARY BUT OVERALL LENGTH MUST BE MAINTAINED. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA. DESCRIPTION BOTTOM STEM SECTION CUSTOMER TYBEE ISLAND, GA WW AN OATS WF /KM 10-27 -98 0.03HEO 8Y Iti9 DATE 11/as /58 JOB NO. ORAwNO NO. 3313 -98 3313 SHEET NO. SEE DETAIL 1---J IOK 10J 1OG� SEE DETAIL 'Y' (TYP.) 10E —. 100 OrAIL .X, N _.a - m I Co. u , ci REF. 118' -0 3/4' L.W.L. I'1 0 in M IIl u) T m I i Olik iou Q ruc; n o 108 .it, IOA i7 NOTES FIELD TRIM ITEM 10K FLUSH TO BOTTOM OF TANK. GRIND REMAINING EDGE OF PIPE SMOOTH AND USE IT AS A REMOVABLE SILT STOP. PER DETAIL 11/16'6 HOLE FOR ANCHOR STUDS - 2 REVD. e 180• VERIFY ORIENT. 8 ELEV. w/ ENG. BEFORE INSTALLING 101< REMOVABLE DG NOT WELD TO SAUCER 10K r I I 1 _J DETAIL "X" DETAIL "Y" DP -10S DETAIL "Z" 10M 10L 101< SHIPPING SHOP ITEM REO'0 PART REO'D DESCRIPTION MAT'L UNIT WT 10A 2 GATE VALVE - 10'0 FLG - FLG A53B 402 108 1 WELD TEE - 10'0 FLG - FLG A53B 230 10C 1 DRAIN TO OVERFLOW ASSEMBLY 64 D PIPE 6'0 x .188 x 3' -10 3/8' A53B b FLG. 10'0 RFSD 1504 A539 100 1 BASE CONE INLET ASSEMBLY 395 c 1 PIPE 10'0 x .25 x 12' -6 3/8' 6539 d BAR 3' x 1/4' x 2' -8 3/16' C.S. 1 FLG. 10'0 150# RFSD C.S. 10E BOTTOM STEM INLET ASSEMBLY f 1 PIPE 10'0 x .25 x 18' -9 15/16' A53B tl BAR 3' x 1/4' x 2' -8 3/16' C.S. 1 OF 1 MID STEM INLET ASSEMBLY 1099 k PIPE 10'0 x .25 x 39' -0' A53B 1 BAR 3' x 1/4' x 2' -8 3/16' C.S. 100 PIPE 10'0 x .25 x 36' -0• 6533 1009 1014 1 BAR 1 1/2' x 3/16' x 0' -2' w/ 5/16'0 HOLE A36 1 10J 1 SMITH -BLAIR CLPG. w/ ANCHOR STUDS - 8'0 x LO' LG- C.S. 49 10K 1 PIPE 10'0 x .25 x 9' -0' (FIELD TRIM) 6533 252 DP- los 1 DEFLECTOR PLATE FOR 10'0 STEEL. PIPE C.S. 35 1OL 2 QUICK RELEASE PIN S.S. IOM 1 ge. 1/4' x 16' D.D. x 8 7/8' 1.0. A283C 10 ION 4 GSKT. 13 3/8' O.D. x 10' I.D. w/ (12) 1'8 HOLES ON 14 1/2' B.C. NEOP. 1OP 48 BOLT 7/8'0 x 4' LG. w/ HN C.S. 100 6 EE 1/4' NC TEMPLATE 9100810 C.S. 108 2 GSKT. 8 3/4' 0.D. x 6' I.D. w/ (8) 7/8'0 HOLES ON 9 1/2' B.C. NEOP. 105 IOT 10U 16 BOLT 3/4.0 x 3 1/2' LG. w/ HN GATE VALVE - 6'0 FLG - FLG CS. C.S. SAMPLE TAP 10 B 1 CPLG 1/2' - THR'D A106 M 1 CLOSE NIPPLE - 1/2'0 THR'D C.S. 1 BALL VALVE - 1/2'0 THR'D BRONZE n 1/2' - HOSE BIBB BRONZE BROWN STEEL CONTRACTORS, I NC BOX 549 NEWNAN. GA. DESCRIPTION 10 "0 INLET DETAILS w/ 6 "0 DRAIN CUSTOMER TYBEE ISLAND, GA ORAw4 BY WF /KM DAIS 10 -26 -98 O-COKED BY OKM 11 itsMB JOB NO. 3313 -98 ORAIRNO NO. 3313 SHEET NO. 1 0 OF 24' R. SHIPPING SHOP DESCRIPTION MAT'L UNIT WT .TEM REO'D PART RE0'0 3 ± MIIF ° m v ■ 11A 1 OVERFLOW WEIR BOX ASSEMBLY 92 N N N. ° iu r1 ' m m Qo iv ° io .- 11A N. 98.0 ACCESS TUBE `� a 1 R. 1/4' x 18" x 60' 1132471101 A283C b 1 le 1/4' x 24' x 18' A283C 1 1B N .. 11B 1 PIPE 6'0 x .25' x 25' -0' 426 I1C 1 TOP SECTION OVERFLOW ASSEMBLY 210 1' -6' 2' -0' 1'-6' c 1 PIPE 6'0 x .25 x 12' -0 7/8' A36 IIL d 1 BAR 3' x 1/4' x 1'-9 9/16' A53B 5' -0• 11D 1 SMITH -BLAIR 411 CPLG. -6'0 x 10' LG. SLEEVE w/ C2) 5/8'0 ANCHOR STUDS 49 PART O �1 , / \ \ 11E 1 PIPE 6'0 x .188 x 36' -0' A53B —a ..� a 11C Il/16'0 HOLE 111) FOR ANCHOR Da / 11F 1 MID SECTION OVERFLOW ASSEMBLY 5119 STUDS - 2 REQ'D. e l c c SEE DETAIL 'X' ..".• u / d N e 1 PIPE 6'0 x .188 x 39' -0' A538 d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 iii y -.-I 17E 11G 1 BOTTOM SECTION OVERFLOW ASSEMBLY 248 1 a w o \\ 0 o \ Q L Z W _ 1 �a� W l♦ F 1 PIPE 6'0 x .188 x 18' -9 15/16' A53B 1 r 1 I y ,O t `_.) i a d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 1114 1 CONE OVERFLOW ASSEMBLY 170 9 1 WELD TEE 6'0 A53B SEE DETAIL 'Y' , "X "` DETAIL "Y" h 3 PIPE 6'0 x .188 x 6'-9 3/16' A53B _DETAIL ,1 1 PIPE 6'0 x .188 x 1' -6 1/2' A5313 k 2 WELD ELL 6'0 x 45' L.R. STD. WT. A53B d 1 BAR 3' x 1/4' x 1' -9 9/16' A36 II d 11J 1 CONE OVERFLOW DRAIN ASSEMBLY 126 1 1 PIPE 6'0 x .188 x 6' -6 1/8' C.S. \ 1 p h m 116 I1H n 1 PIPE 6'0 x .188 x 1' -1 1/4' C.S. 1 k 1 VELD ELL 6'm x 45• L.R. STD, VT. A53B PLEASE PROVIDE QUICK CPLG.•_3 3/4' I1H q DETAIL WE -6 FF45 1 FLAP VALVE FOR 6'0 OVERFLOW AMC IIK 1 R. 1/4' x NC TEMPLATE 9100806 A53B - 1- I i �^ 11L 1 R. 1/4' x 12' O.D. x 6 7/8' I.D. C.S. 11 _____ i2' -1 7/8' pp f 0' ;;� _........ 2. -0' FF45 WE-6 11J k ' I /� (I BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN, GA • • =eil _ DESCRtPTtOg6 "f OVERFLOW DETAILS 1114 i �+ 1 1 ` i`�-- _ 11J CUSTOMER TYBEE ISLAND, GA III =. ��� SUPPORTE 101 . I IOC °� _!'_ , SPLASH 1 -0• SUPPORT at OWN BY WF /KM DATE 10 -26 -98 OKCKED w V-{j DATE 1V /zs /6 PAD » as Na 3313 -98 DRAww6 NO. 3313 s'wz NO. 11 Or j" I i�i ry DETAIL Z 6' 14'-9' 14 SP. 2 1' -0' = 14' -0" 6' ITEM 12A BASE CONE LADDER 18' -0' TOP END 17 SP. 2 1' -0' = 17' -0' 6' TOP END 6' 10' -o' b ITEM 12B BTM STEM LADDER 39' -0' 16' LS. SECTION A —A TYP LADDERS 12A, 12B, 12C,12D&12J TYP NOTE, SEE SH, SDI FOR INSTALLATION DETAILS, BOLTS AND SAFETY DEVICES. 39 SP. 2 1' -0' = 38' -0' 6' TOP END 6' b 3 SP. P 10' -0' = 30' -0' 37' -9' ITEM 12C MID STEM LADDER 37 SP. 2 1' -o' = 37' -0` 3' 3' 8' 14' -5' b 3 SP, 2 10' -0' = 30' -0' 13 SP 2 1' -0' = 13'-0' 9i TOP END b CL 13/16'0 HOLE` 8' -3' ITEM 12E PLATFORM TO A,T. LADDER 16' -9' 16 SP 2 1' -0' = 16' -0' ITEM 12D TOP STEM LADDER 6' TOP END k b 9' -0' ITEM 12G TOP A.T. LADDER 33' -6' TOP END 14' -2' 6' 13 SP 2 1' -0• = 13' -0' 8' b b J t2• 4' -2' I t 13/16' x 1 1/2' SLOT ITEM 12F BTM. A,T. LADDER 33 SP € 1' -0' = 33' -0' 3' 10' -0' 1 10' -0' 1 10' -0' ITEM 12H TOP END O.S. A,T. LADDER SHIPPING SHOP ITEM REVD PART REVD DESCRIPTION M6T'L UNIT WT 12A BASE CONE LADDER 106 a 2 BAR 2' x 3/8' x 14' -9' A36 15 ROD 3/4'0 x 1' -4 3/4' 636 I2B 1 BTM STEM LADDER 133 2 BAR 2' x 3/8' x 18' -0' A36 b 2 BAR 2' x 3/8' x 0' -6' A36 18 ROD 3/4'0 x 1' -4 3/4' A36 12C MID STEM LADDER 284 a 2 BAR 2' x 3/8' x 39' -0' 636 b 8 BAR 2' x 3/8' x 0' -6' A36 39 ROD 3/4'0 x I' -4 3/4' A36 12D TOP STEM LADDER 273 2 BAR 2' x 3/8' x 37' -9' A36 b 8 BAR 2` x 3/8' x 0' -6' A36 c 38 ROD 3/4'0 x 1' -4 3/4' A36 12E 1 PLATFORM TO ACCESS TUBE LADDER 106 2 BAR 2'x 3/8' x 14' -5' A36 b 2 BAR 2' x 3/8" x 0' -6' A36 14 ROD 3/4'0 x 1' -4 3/4' A36 12F BOTTOM ACCESS TUBE LADDER 103 2 BAR 2' x 3/8' x I4' -2' A36 b 4 BAR 2' x 3/8' x 0' -6' A36 14 ROD 3/4'0 x 1' -4 3/4' A36 12G TOP ACCESS TUBE LADDER 123 k 2 BAR 2' x 3/8' x 16' -9' A36 b 8 BAR 2' x 3/8' x 0' -6' A36 17 ROD 3/4'0 x 1' -4 3/4' A36 i 12H OUTSIDE ACCESS TUBE LADDER 255 2 BAR 2' x 3/8' x 33' -6' A36 P 8 BAR 2' x 3/8' x 0' -8 3/16 A36 c 34 ROD 3/4'0 x 1' -4 3/4' A36 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA DESCRIPTION LADDER DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN BY WF /KM DATE 10 -21 -98 CHECKED BY DATE Zril .o NO, 3313 -98 ORAAP.0 NO. 3313 SHEET No. 12 or R240LM 13D FOR LIGHT 1. CONDUIT AROUND CONE e 10,t C.0 13C - 2 REQ'D. (SIDE BY SIDE) LIGHT AT TOP AND MIDPOINT OF ACCESS TUBE 6' O'FLOW PIPE 10.0 INLET PIPE CONDUIT RUNS UNDER PLATFORM TO ITEM 130 TOP STEM LIGHT MID STEM LIGHTS BOTTOM STEM LIGHT SECTION B —B ITEM 13E CONE LIGHT FUTURE LEVEL TRANSDUCER FLG 6) REO'D. (1) REQ'D. 0 ° 7 15/16' 13A ELEVATION ELECTRICAL NOTES: 3' M 4 15/16' I ITEM 13D CLINE ELECTRICAL CLIPS (10) REQ'D. 1. ALL ELECTRICAL ITEMS BY BSCI SUB -CONT. 2. BSCI CREW TO PROVIDE ALL WELDED ATTACHMENTS AND PROJECTIONS THRU TANK ONLY. 3. CONDUIT ATTACHES TO LUGS 13B AND 13D, OR LADDER LUGS AS SHOWN ON THIS SHEET. 4. SEE ENGINEER'S SPECIFICATION REGARDING PAINTING OF ELECTRICAL PANEL BOARDS. SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION MAT'L UNIT WT 13A 1 ELECTRICAL PANEL BOARD 350 D Ft. 1/4' x 48' x 96' A283C b 2 4 3' x 3' x 1/4' x 0' -7 15/16' M.O.E. A36 c 2 4 3' x 3' x 1/4' x 3' -1 7/16' A36 13B 2 BAR 3' x 1/4' x 0' -3' A36 1 13C CPLG. I'0 w/ THR'D. PLUG A105 13D 10 BAR 3' x 1/4' x 0'-4 11/16' A36 13E 1 FUTURE LEVEL TRANSDUCER FLANGE 14 d 1 FLG 3'0 RFSO 150I 6'0 OVERFLOW - -PIPE e PIPE 3'0 x SCH. 40 x 0' -9' C.S. C.S. 10'0 INLET- OUTLET PIPE ELECTRICAL ENTRANCE 13A ELECTRICAL PANEL BOARD S CTION CONDUIT RUNS ALO THE BASE PLATE AND ATTACHES TO LADDER LUGS IN STEM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA DESCRIPTOR ELECTRICAL SUPPORT DETAILS CUSTOMER TYBEE ISLAND, GA MANN Sr WF /KM ale No 3313 -98 DANE 11 -25 -98 CRANING NQ 3313 axOCED w DAIS I Nil " *X 13 of 13 1/8' DIA. TYP. 1 1/2' 0 tn (2)- 3/16'0 HOLES "ITEM NP -1 A" C2REQ'D) SHIPPING SHOP ITEM RE0•0 PART Rc0,0 DESCRIPTION M A T'L UNIT WT NP -1A 2 1 1/2 X 1 1/2 X 1/8 X 0' -5 1/4• A36 NP -1B 4 1/8'0 BRASS SCREWS BRASS NP -IC NAMEPLATE ALUM. w/ BLOCK LETTERING ALUM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,P TION NAME PLATE DETAILS CUSTOMER TYBEE ISLAND,GA ORAMN BY WF /KM DATE 10 -21 -98 o.c «cD ev Kb Ow1E tl /z sJ9g -*ONO. 3313 -98 ORA'MNC NO. 3313 SKEET NO. N P 1 Or 1 7 3/4' Z el F 0 0 4 7/8' AWWA D100 CONTRACT NO. YEAR O'FLOW ELEV. 0311 1 NOM. DM, FT. 34' -I" M0 IINOP& HT., FT. 146' -O a /4" 1110.53' NOM. CAP., OAL.I160,000 i I.I ATERIAL AMC FA I° ICATIED AND ERECTED BEY EROWN STEEL CONTRACTORS, INC. ti NEW GEORGIA 3/16' 1/8' DIA. TYP. 1 1/2' 0 tn (2)- 3/16'0 HOLES "ITEM NP -1 A" C2REQ'D) SHIPPING SHOP ITEM RE0•0 PART Rc0,0 DESCRIPTION M A T'L UNIT WT NP -1A 2 1 1/2 X 1 1/2 X 1/8 X 0' -5 1/4• A36 NP -1B 4 1/8'0 BRASS SCREWS BRASS NP -IC NAMEPLATE ALUM. w/ BLOCK LETTERING ALUM. BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCR,P TION NAME PLATE DETAILS CUSTOMER TYBEE ISLAND,GA ORAMN BY WF /KM DATE 10 -21 -98 o.c «cD ev Kb Ow1E tl /z sJ9g -*ONO. 3313 -98 ORA'MNC NO. 3313 SKEET NO. N P 1 Or 1 COAT LOCATION DESCRIPTION MILS /COAT QTY REQ'O NOTES: 1. PAINT PREPARATION: A. SURFACE PREPARATION: ROTO BLAST (SHOP), ABRASIVE BLAST (FIELD) 1. INTERIOR WET SURFACES: BLAST TO SSPC -SPIO <NEAR WHITE BLAST) 2. EXTERIOR AND INT. DRY SURFACES: BLAST TO SSPC -SP6 (COMMERCIAL BLAST) B. WELD PREPARATION: I. ALL WELDS ARE TO BE SMOOTH DR GROUND SMOOTH. 2. ALL SHARP CORNERS OR BURRS ARE TO BE GROUND SMOOTH. 3. ALL WELD SPATTER IS TO BE REMOVED COMPLETELY. 2. PAINT APPLICATION: PAINT SHALL BE APPLIED PER THE MANUFACTURERS RECOMMENDATIONS AND BE FREE OF RUNS, SAGS, DRIPS AND HOLIDAYS. A. PAINT SHALL BE APPLIED TO THE MINIMUM MILLAGES SHOWN. B. ALL PAINT IS TO BE BY TNEMEC COMPANY, INC. C. FOR COLD WEATHER APPLICATION: SPECIFIED PAINT SUBSTITUTE PAINT/ ADDITIVE COMMENT SHOP PRIME INTERIOR TNEMEC 20-1255 BEIGE POTA -PDX THINNER: y4 WET DRY 60 GALS 5.5 to 9.0 3.0 to 5.o EXTERIOR TNEMEC 90 -97 REDDISH -GRAY TNEME -ZINC THINNER: SEE DATA SHEETS WET DRY 40 GALS 4.0 to 5.5 2.5 to 3.5 TNEMEC 20 SERIES TNEMEC 66 SERIES TNEMEC 74 SERIES TNEMEC 90 -97 SERIES TNEMEC FC20 SERIES TNEMEC 161 SERIES TNEMEC 44 -710 SERIES TNEMEC 44 -710 SERIES IDENTICAL, CONTAINS ACCELERATOR IDENTICAL, CONTAINS ACCELERATOR ACCELERATOR ACCELERATOR FIELD PATCH PRIME ALL FIELD PAINT BY BSCI SUB -CONT. INTERIOR TNEMEC 20 -1255 BEIGE POTA -PDX THINNER: #4 WET DRY 5.5 9.0 3.0 5.0 3. ALL FIELD PAINT BY BSC1 SUB -B CONTRACTOR. 4. PAINT SUB - CONTRACTOR SHALL STERILIZE TANK INTERIOR PER AWWA C652 -86 METHOD *3 5. AFTER SURFACE PREPARATION AND PRIOR TO PAINTING, ALL UNWELDED AND TACK - WELDED SEAMS WILL BE FILLED WITH TNEMEC SERIES 63 -1500 FILLER AND SURFACER. 6. ALL WELDED SEAMS, CREVICES, AND JOINTS BETWEEN STRUCTURAL MEMBERS AND STEEL PLATES SHALL BE BRUSHED WITH SERIES 20 POTA -PDX BEIGE PRIMER THINNED 25X WITH 41 -4 THINNER AND ALLOWED TO CURE 24 HOURS MINIMUM PRIOR TO APPLICATION OF FULL PRIMER COAT. 7. APPLY TWO COATS OF SERIES 66 COLOR H -BUILD EPDXOLINE TO INLET PIPE TO 4' -0' ABOVE FLOOR. BRUSH BLAST DUCTILE IRON PIPE TO REMOVE BITUMINOUS COATING BEFORE PAINTING. 8. SEE ENGINEER'S SPECIFICATION REGARDING STENCILING OF PIPING. EXTERIOR TNEMEC 90 -97 REDDISH -GRAY TNEME -ZINC THINNER: SEE DATA SHEETS WET DRY 4.0 5.5 2.5 3.5 FINISH INTERIOR TNEMEC 20 -WHO2 TANK WHITE POTA -PDX THINNER: p4 WET DRY - SURFACE AREAS; 7.0 to 10.5 4.0 to 6.0 INTERIOR = 8,275 SQ FT EXTERIOR = 7,400 SQ FT ACV. Date OM -RAMON er pac TOTAL MINIMUM DRY MILLAGES: BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN, GA. EXTERIOR ONE FULL COAT EACH TNEMEC 66 -COLOR HI -BUILD EPDXOLINE (TINT FOR CONTRAST) TNEMEC 74 SERIES ` =V ENDURA - SHIELD COLOR; WET DRY - - - 3.5 to 5.5 3.0 to 6.0 2.0 to 3.0 2.0 to 4.0 INTERIOR: PRIME 3.0 -5.0 MILS EXTERIOR: PRIME = 2.5 -3.5 MILS oescmn ioN PAINT SCHEDULE INTER. = 2.0 -3.0 MILS FINISH = 4.0 -6.0 MILS cusromER TYBEE ISLAND, GA FINISH = 2,0-4.0 MILS TOTAL = 7.0 -11.0 MILS TOTAL = 6.5 -10.5 MILS ORAVOI WF 3313-98 a10 23 -98 Ij _ are 3313 «E «MD.Y �D I WE. D11 sHecr Na P 1 0, 1 THINNER SEE DATA SH'S SD -IA 12C SD -1H SD -IC 12A SAFETY DEVICE SAFETY DEVICE NOTES: LADDER /-PLATFORM, /TANK OR BASE SECTION A -A TYP ALL LADDERS 1. ALL LADDERS ARE TO BE EQUIPPED WITH 'SAF -T- CLIMB' RIGID RAIL SAFETY DEVICES. 2. INSTALL DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & DETAILS SHOWN THIS SHEET. 3. INSTALL EACH LADDER DEVICE AS FOLLOWS n) START AT BOTTOM OF LADDER b) INSTALL SHORT SECTION FIRST 4, IF SHORT SECTION IS 6' OR LESS, USE RING CLAMP AT TOP AND BOTTOM OF SECTION. 5. USE INTERNAL ALIGNMENT GUIDES AT ALL SPLICE POINTS. 6. SPACE CLAMPS 2 6' C /C. 7. ALL CLAMPS USE 3 1/8' STUD BOLTS. 8. HARNESS TO BE PROVIDED IN THE FOLLOWING SIZES EXTRA SMALL, SMALL AND MEDIUM (1 EACH). 4D-1J I .I ■ SHOP TRIM BTM DETAIL "Z" SHIPPING SHOP ITEM REM) PART REO'O DESCRIPTION M UNIT WT SD -IA 8 21' STRAIGHT SECT, RIGID RAIL V. SD -1B 8' SAF -T -PIVOT SECT. GAL V. SD -1C 4' -0' SECT. STRAIGHT RAIL GAL V. SD -IE 12' -O' SECT. STRAIGHT RAIL GAL V. SD-IF 2 SLEEVE L -3330 w/ BELT HOOK ATTACHMENT SH -523 SD -1G SD -1H SD -IJ 3 HARNESS (SEE NOTE 8) 2 412 x 2 x 3/8 x 3' -6' (FIELD TRIM) A36 2 BAR 3 x 1/4 x l' -9' (BEND) A36 5 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION SAFETY DEVICE DETAILS AND GENERAL LADDER DETAILS CUSTOMER TYBEE ISLAND, GA DRAWN BY WF DATE 10 -23 -98 OSCOCCO BY 1�9 DATE JOB NO. 3313 -98 DRAMNO NO. 3313 SHEET Na SD 1 OE 1 25' -0' O D SLAB 23' -l0' Q.D. RINGWALL 20' -ID' I.D. RINGWALL \,/ - 19' -9' I.D. SLAB 3' -5 TYP, CHD. l ‘ /j `1 it/ 4, O / "t. - - -i A , , _ Oar /0 3 t` �r 04. /6. ... t ^ ' 24' G. SUMP SEE ENG. PLANS FOR DETAILS ' -0 . t ', 1' -6' Ft NEW 10'0 TANK FEED / .�Q NEW 10'0 TANK FEED li I -,t�� r j`1 ,...../ AND 6'0 O'FLOW o AND TANK DRAIN ' in \ ?1 i. - p r0 n N - ... �_ N ; F2B - P., 2 I/2'0 �` BOLT cc-.g. 14'0 AUGER -CAST PILES. SEE SH. PLI FOR LAYOUT 3 NO. 8 HOOPS 2 12 3/4' O.C. 57 NO. 5 RADIAL BARS x 2' -I 1/2' LG. FOUNDATION PLAN` (20) A.B. OM 22'-4' B.C. IB - 2 1/4'0 EQUAL SPACED 2 - 2 1/2'0 SPECIAL SPACING @ MANDOOR FOUNDATION NOTES: 1. THE TOP OF THE RINGWALL SHALL BE LEVEL WITHIN THE FOLLOWING TOLERANCES a) WS' IN ANY 30' CIRCUMFERENTIAL LENGTH b) ±114' FROM ESTABLLISHED ELEVATION 2. HOOP STEEL SPLICES TO BE LAPPED AT LEAST 30' - NO. 5 HOOPS 60' - NO. 8 HOOPS 60' - NO. 9 HOOPS 3. SPLICES IN ADJACENT HOOP STEEL MEMBERS TO BE STAGGERED AT LEAST 3 FEET. 4. FOUNDATIONS ARE DESIGNED FOR 80 TON 14.0 AUGER -CAST PILES (MINIMUM FACTOR OF SAFETY = 2.0 PER AWWA) w/ A TIP DEPTH OF 65 FEET. 5. MINIMUM CONCRETE COVER REINFORCEMENT IS AS LISTED BELOW (REF. ACI 318 -95) a) CONCRETE CAST AGAINST AND PERMENTLY EXPOSED TO EARTH 3' b) CONCRETE EXPOSED TO EARTH AND WEATHER *6 BARS AND LARGER 2' *5 BARS AND SMALLER 1 1/2' 6. FOUNDATION IS TO BE BUILT IN ACCORDANCE WITH ACI 318 -95, SPECIFICATIONS, SOILS REPORT, AND THESE DRAWINGS. 7. MINIMUM COMPRESSIVE CONCRETE STRENGTH IS 4000 P.S.I. COMPRESSIVE STRENGTH OF PILE GROUT IS 5000 PSI. REBAR GRADE IS 60 KSI. 8. THE FOUNDATION CONTRACTOR SHALL PROVIDE TEST CYLINDERS AS ENUMERATED BELOW. BREAK REPORTS, INCLUDING LOCATION OF POUR, ARE TO BE FURNISHED TO BROWN STEEL AND THE ENGINEER. BREAK ONE B 7 DAYS NO. REQ'D BREAK ONE 2 28 DAYS 3 /POUR HOLD ONE IN RESERVE 9. ANCHOR BOLTS TO BE SUPPLIED BY BROWN STEEL CONTRACTORS, INC. 10. STRUCTURAL FILL SHOULD BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. 11. DIMENSIONAL TOLERANCE IS 1/4' EXCEPT FOR ANCHOR BOLTS WHICH MUCH BE SET TO EXACT DIMENSIONS SHOWN. PILE TOLERANCES ARE PLAN, 3' , PLUMB, 2%. 12. IT IS ANTICIPATED THAT THE WATER TABLE WILL BE ENCOUNTERED DURING EXCAVATION. FOUNDATION SUB - CONTRACTOR SHALL BE PREPARED TO DEWATER. • R qr aIsTE %'q NO. 24028 , - PROFESSIONAL -; • BROWN STEEL CONTRACTORS. INC. BOX 549 NEWNAN. GA DESCRIPTION FOUNDATION PLAN CUSTOMER TYBEE ISLAND, GA ANN R' WF /KM JO® Na 3313 -98 QATE 10-14 -98 DRAMIND NO 3313 COLD HY DATE ..cry NJa Fl 3 TOP END 4' -3' 6' THREAD F2A OR F2B 3' THR'DI 111 ,r-b OR d `-aORc I' -6' PROJ. ANCHOR BOLT DETAIL ( 20 ) REO'D TOTAL T.O.F. 125' 44 0 o: w U) 0 4 NO. 5 HOOPS B 13 11/16' O.C.E.F. FOUNDATION QUANTITIES - (DOES NOT INCLUDE PILING) 26.1 CU. YD. CONCRETE 4000 PSI 2,579 22 LB. REBAR GRADE 60 14.0 AUGER -CAST PILES x 65'-O' LG. SHIPPING SHOP ITEM REOTI PART *WV F2A 18 a 18 b 36 F2B 2 c 2 d 4 DESCRIPTION MAT'L UNIT WT ANCHOR BOLT ASSEMBLY 61 ROD 2 1/4'0 x 4' -3' A36 HEAVY HEX NUT - 2 1/4'0 A36 MANDOOR A .B. ASSEMBLY ROD 2 1/2'0 x 4' -3' A36 HEAVY HEX NUT - 2 1/2•0 A36 I1' -11 RINGVALL O.S. RADIUS 1' -6' RINGVALL I.S. RADIUS Q a. 1/2' EXP. JOINT (TYP.) 6' CONC. SLAB w/ r6x6- V2.9 x V2.9 VVF /6 SLOPE TO SUMP 59 NO. 4 BARS B 14 7 /8'D.C.x 5' -2' LG. w/ 6' HOOK -w- • V • _•. 2NO.9 I. J 54 NO. 4 BARS 2 14 7/8' O.C. x "—r --- -L 5' -2' LG. w/ 6' HOOK 'I. 7 1 r 1111 1 Ili T T rrrr� t 2 -7 1/2' 3 NO. 8 HOOPS B 12 3/4' O.C. rrr III III ITT III 11 III III III 57 NO. 5 RADIAL BARS x 2' -1 1/2' LG. (SEE SH. Fl FOR SPACING) NO. 4 HOOPS B 12' O.C. <CAGE COVERS 29' -0') C SPECIAL TOP HOOPS —1 3/4' CORP STOP w/ HOSE BIBB BY BSCI SUB LOCATE B DIRECTION 51 11 it it 11 It II II n II COMPACTION REO'D. SEE NOTE 10, SH. F -1 SLOPE TO SUMP ii (22) 14'0 AUGER -CAST PILES x 65' -D' LG. ON 11' -2' R. w/ (I) NO. 9 RE BAR x FULL LENGTH OF PILE IN CENTER. EMBED 12' INTO CAP WI 12' HOOK TOP END 6 NO. 5 REBAR x 30' -0' LG. EXTEND ABOVE PILE 12' 6 NO. 5 REBAR 1 NO. 9 REBAR S TION Qz BEND VERTS AND HOOPS AROUND THE SLEEVE OPENING -■*iI `I t BY BSCI SU: -CONT. C 4 ) NO. 5 BARS x 4' -3' LG. E.F. (TYP. 2 PLACES) SECTION B —B BY BSCI SUB -CON tI t Ilan l— I hl I- I I rrT--- 11111 rl I I1 I I I II II 11 II II II I II II II II a.4x irta BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN. GA ogSCRiP ION FOUNDATION SECTION CUSTOMER AMN eY VF /KM JOS NO. 3313 -98 /I A /1° TYBEE ISLAND, GA Imre 10-14 -98 CNECIED SY KG PX II /9 /98 ORAMNC NQ 3313 T NO, F2 0' 3 SHIPPING SHOP ITEM REO'D PART REO'D DESCRIPTION MA T'L UNIT WT F3A BASE TEE - 10'0 MJ- MJ 300 24' SQ. SUMP SEE ENG. PLANS FOR DETAILS F3B F 3C F3D F3E F 3F F3G F3H 1 24 1 12 1 3 PIPE 10'0 x CL 53 x MJ BOLT 3/4'0 x 4' LG. w/ HN RING GLAND - 10'0 BLIND FLANGE - 10'0 BOLT 7/8'0 x 4' LG. w/ HN GSKT 3/16' x 16' 0.0. x 10' I.D. W/ (12) 1'0 HOLES ON 14 1/4' B.C. NJ GASKET 10' l'm CONDUIT w/ THR'D. CAP EACH END C 3 REQ'D. 1 plsTE �q NO.24028 1, PROFESSIONAL " PIPING DETAILS FLG- PE SECTION A -A D.I. C.S. D.I. C.S. C.S. NEO- PRENE 127 2 25 10 2 1 RUBBER BROWN STEEL CONTRACTORS, INC. BOX 549 NEIINAN, GA DESCRIPTION PIPING DETAILS CUSTOMER J � , PRAWN BY J� "yam NF /KM JOAI NO. /// q fr 3313 -98 TYBEE ISLAND, GA PATE 10 -14 -98 ORAWINC NO. 3313 OwECKEO eY PATE n /if1a SET NP. F3 or 3 BROWN STEEL CONTRACTORS, INC. BOX 549 NEWNAN, GA. DESCRIPTION PILE LAYOUT CUSTOMER TYBEE ISLAND, GA ORAMN h wF DATE eNCUCC sr owT[ nI ',140 AS NO. 3313 -98 ORAMNO NO. 3313 ETNO. PLC or 1 AW' September 24, 2012 David Reyes Goodman Networks 5895 Winward Pkwy, Suite 250 Alpharetta, GA 30005 Subject: Structural Evaluation of the 152 ft Tybee Island Watertank Site: 410 -013 111 Butler Ave, Tybee Island, GA, 31328 Mr. Reyes, Per your request AW Solutions, Inc has performed an overall structural evaluation of the 152 ft tall steel water tank located at the aforementioned address, At this site, AT &T proposes to install (3) new telecommunication antennas on existing corral mount at 152 AGL. There is currently four telecommunication carrier on this structure. The new antennas will be mounted on new pipe mounts connected to existing corral. The new antennas will use (4) new DC power cables and (2) Fiber cable running inside of the pedisphere and shaft. 114- Existing Ht kea -water tank This comparative structural evaluation is based on information obtained by a TEP mapping ( #127123) dated 9/19/12. The structural drawings of this water tank were not available for this evaluation. The overall water tank has been evaluated for a 3- second gust wind speed of 140 mph under the provisions of the International Building Code 2006 and ANSI /AWWA D100 -05. Page 2 of 2 The load increase generated by all telecommunication appurtenances on this tower was evaluated under (2) loading scenarios. The impact on the superstructure was studied under seismic forces when the tank is full and the foundation reactions were evaluated under hurricane conditions when the tank is completely drained. The design loads were compared to the current code loads to determine if the current code loads were greater than the original design loads. The effect of the proposed and existing antennas; and their corresponding mounts on the water tower generates a load increase of about 5% on the structure under wind pressure and wind loads govern the design of this structure. The presence of telecommunication appurtenances on this tank increases the lateral seismic load by less than 1 %. Consequently, this additional load on the superstructure is considered acceptable and will not overstress the structural components of the water tank. The increase in uplift reactions (about 13.44 %) on the foundation is considerable and a detailed analysis determined the foundation inadequate to resist the uplift forces from the tower and the telecommunication appurtenances. We evaluated the case when the tank is partially filled to determine the quantity of water required to stabilize the foundation. A quantity of 20000 gallons of water in the tank will eliminate the uplift forces on the foundation under extreme wind loads. Additionally, the tank, when empty, is stable up to a wind speed of 133 mph. The loads calculations are attached for review. The conclusions and recommendations in this letter are based on the following assumptions: o All structural members of the water tank and mount are assumed free of deficiencies. o The structure and its foundation have been designed with the expected care and diligence under the provisions of ANSI /AWWA D100 -96 with a fastest wind speed of 140 mph and is structurally adequate. o The structure is plumb and its condition is essentially as erected. c The material of the members is assumed to be Class 1 (ANSI /AWWA D100 -96). o No future loading was considered in this evaluation. o A minimum of 20000 gallons of water is maintained in the tank when wind speeds are expected to exceed 133 mph. Based on our findings, AWSolutions recommends the installation of (3) new panel antennas and new cables on this structure. The new telecommunication appurtenances shall be mounted on the structure per the construction documents issued by AW Solutions. This recommendation is not a passive option and requires human intervention to assure the safety of the structure. The owner shall continuously monitor this structure and ensure that a redundant pumping system is in place to maintain and provide a constant water supply to the tank. These conditions shall be enforced in the legal documents between AT &T and the owner of the structure. AW Solutions is extremely pleased to support Goodman Networks and AT &T in their infrastructure development in Georgia. If you have any questions, contact us immediately at (407) 260 -0231. Emmarit eLPoL'lih, P.`_. V.P. of Engi'neei,ng 9/24/12 Project: GOODMAN AT &T Site: 410 -013 ANALYSIS CALCULATIONS ON PEDISPHERE WATER TANK Designed By: BB Date: SEPT 12 Checked by : EP THE WIND FORCES APPLIED ON THE STRUCTURE UNDER THE WORST CLIMATIC CONDITIONS WERE CALCULATED. THE EFFECTS OF THE TELECOMMUNICATION APPURTENANCES ARE THEN OBSERVED WITHIN THE MOST CRITICAL LOADINGS: ® EMPTY TANK UNDER FULL WIND FORCES • FULL TANK UNDER SEISMIC FORCES 1.0 DETERMINE WIND LOAD ON TANK: 1.1 TANK PARAMETERS: These parameters are based on field measurements and visual evaluation. Htop Water tank height Hshatt= shaft height Hben= Bell height dshatt= shaft diameter dtank Tank diameter dbaso- Foundation diameter Htank= Tank height Ra= Foundation radius Na„ Number of antennas ncoax- Number of coax Htop := 152.0833. ft Htant::= 34.666ft Hsha& := 98.666ft Hbelt = 18.75ft dtank 34.5ft dshaft 8• ft dbase 22.8333.ft ncoax 48 Nant := 15 ((3) SECTORS W/ each (2) antennas) 1.2 WIND LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PER ANSI /AWWA D100 -05. PW= Wind pressure (lbf/ft2) (EQ 3 -1) V= Basic wind speed (Figure 1) (2006 IBC) Cd= Force Coefficient (Shape dependent Table 2) FW= Wind force on water tank KZ= Velocity pressure exposure coefficient (Table 3) G= Gust Factor (1.0) 1= Importance factor (1.15) 0.6 Vim:= 140mph Cf.= 1.0 Z := Htap — Htank 2 2 2,:= 1.0 1 := 1.15 134.75 ft zg:= 900 -ft a:= 9.5 KZ:= 2.01• Z l a zg qZ := 0.00256- KZ -I•V2 psf mph2 Pw := max[(gz G),30•psf] Kz = 1.35 gZ = 77.76•psf Pw = 78•psf dtank Htank — Oft Fwtank := P,•0.50•,T 2 • 2 + 0•ft•dtan %•1.05 (Cf =0.50 (elipsoid part) (rectangular part) for double curvature) Fshaft Pw•Cfl'dshaft•(Hshaft) Hbell Fbell := Pw'Cfl'(dbase + dshaft) 2 Fvent := Pw -Cfi (43•in- 26•in+ 18•in•24-in + 32.in- 3.5•in) Fwtank = 38•kip Fshaft = 37-kip (force on tank) (force on shaft) Fwtotal := Fwtank + Fshaft + Fbell + Fvent Fwtotal = 89•kip Fbell = 13 -kip (force on bell) (total lateral wind force) (5% additional for misc. attachment on the tank) Fvent = 0.54-kip 1.3 WIND ON TELECOMMUNICATION ANTENNAS AND APPURTENANCES : 1.3.1 APPURTENANCE PARAMETERS: P= Weight of antenna h= Front height of antenna w= Front width of antenna d= Depth of antenna A= Transverse area of antenna ICE= Radial ice thickness i'iCE= Density of ice ICE := 0.0•in DICE := 57•pcf 1.3.2 1ST ANTENNA SET ((9) EXISTING Andrew TMBXX- 6517 -R2M ANTENNAS): (Most critical antenna in set - includes all panel antennas mounted on the corral) hant 84.in + 2•ICE ddish := Oin + 2•ICE N := 9 Apipe := 8•ft•2.375.in Want 12.0•in + 2•ICE Radt := 154-ft Wdish Oin Pnine 3.65. MI- 8.11 da „t:= 6.5•in+ 2• ICE Amount 23.5- ft2 (corral) Pant 44.4•Ibf Pdish := 0•lbf p — 2000 lbf Ptma 25.1bf mount 7 2 Dcoax := • in Alfant want' hant + ddts4 Alfant = 7 ft2 Wcoax .29-P If Al sant dant' hant + ddish• wdish + Apipe A 1 Sant = 5.37 ft2 1.3.2.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F1a„t := [A1ant 0 + 3 •(Alscos(30•deg) + Alfant.cos(60•deg)) JNant•Pw Cf F1ant = 3805.1bf (APPURTENANCE PARTLY SHIELDED) Fcorral Amount' Pv,%Cf� Fcorral = 1827Ibf 2Nant Flcoax 2 �coax'0'Fw'Cfl (Coax inside) Flcoax = 0 M1ant := F1 ant. Radi + Fl wax. Radi + Fcorral'Rad1 M1ant= 867•kip•ft W1 ant Nanf (Pant + Pdish + 2Ptma + Ppipe) + Wcoax' Radi • 25 WI ant = 2229• lbf 1.3.3 2ND ANTENNA SET ((1) Unknown 20' 4 Element Dipole ANTENNAS) : 1:= 240.0•in + 2•ICE , := 3.0 in + 2•ICE dnnAWn:= 3.0•in + 2•ICE P 3.,.= 50•1bf .= Oin + 2•ICE = 0•Ibf 2 dish '7r A2fant := d want pant + 4 +Afmount A2sant dant pant + ddish'6•in + Apipe + Asmonnt r,:= 8- ft. 2.375•in N .= 1 Pcv:= 3.65•plf•8 -ft Rad2 := 154•ft Afmount 0 • ft 2 Pte := 0•lbf A2fant = 5 ft 2 A2sant = 6.58 ft2 1.3.3.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: F2ant (A2sant)Nant Pw'Cfi (APPURTENANCE PARTLY SHIELDED) Nant F2coax 2 '2'Dcoax.O.Pw'Cfl (Coax inside) Rad2 M2ant F2antRad2 + F2coax' 2 W2ant := Nanf (Pant + Pdish + Pdap + Ppipe + Pmount + Wcoax'Rad2.1) (coax) 1.3.4 3RD ANTENNA SET ((3) Unknown Antennas ANTENNA) : 1 := 72.0•in + 2•ICE := 12.0•in + 2•ICE := 3.0•in + 2.ICE Pwn := 50•Ibf Pte,= 0•lbf = Oin + 2•ICE �Pv.= 0•ibf 2 ddish A3fant want'hant + 4 + Afmount A3sant dant*hant + ddish'6'in + Apipe + Asmonnt Asmonnt O' ft2 P&p := 0•lbf F2ant = 307.1bf F2coax = 0 M2ant = 47•kip•ft W2ant = 124.1bf 8•ft•2.375•in '= 3 Pte= 3.65•plf•8•ft Rad3 := 135 1't A= 0•ft 2 Awcouit,,:= O. ft2 P := 0•lbf A3fant = 6 ft 2 A3sant = 3.08 ft2 F3ant I 1.3.4.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: A3fant + 3 •(A3sant'cos(30 deg) + A3fant.cos(60 •deg)) Nant Pw Cfi L (APPURTENANCE PARTLY SHIELDED) Na„ F3coax := 2 2 Dcoax'0'Pw•Cfl Rad3 2 M3ant F3anf Rad3 + F3coax' (50% SHIELDED) W3ant Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax•Rad3.2) (coax) F3ant = 529.1bf F3coax = 0 M3ant= 71•kip•ft W3ant = 472.5.1bf 1.3.5 4TH CARRIER ((2) Empty Mounts): := 0•in + 2•ICE = Oin + 2• ICE N := 2 Ate:= 6-ft-2.375-in µms:= 0•in + 2•ICE ,P„;,,,;= 3.65 plf 6 ft Rad4 := 103•ft := 0•in + 2•ICE 2 2 w�= 0•ft A := 0.ft P, := 0.1bf 2+mJw= 0•ibf P= 0•lbf P:= 200•lbf 2 dish '"R A4fant d want pant + 4 + Afrnount A4fant = 0 A4sant dam. ham + ddish'6•in + Apipe + Asmount A4sant = 1.19 ft2 1.3.5.1 DETERMINE WIND FORCE APPLIED ON ANTENNAS: [A4fant 3 (F4att := 0 + •A4an•cos(30•deg) + A4fan'cos(60•deg))JNant Pw•Cf2 (APPURTENANCE PARTLY SHIELDED) F4coax NZnt • 2- Dcoax•Rad4•PW Cf1-0 (SHIELDED) Rad4 M4ant F4ant' Rad4 + F4coax' 2 W4ant := Nant (Pant + Pdish + Ptma + Ppipe + Pmount + Wcoax•Rad4 (coax) F4ant = 106.63.1bf F4coax = 0 M4ant = 10.98• kip. ft W4ant = 503.54.1bf Mtelecotn M1ant + M2ant + M3a„ t + M4ant Mtelecom = 997•kip•ft Fwtelecom F1ant + F2ant + F3ant + F4ant Fwtelecom = 4.75 kip + F 1 coax + F2coax + F3 coax + F4coax Wtelecom W 1 ant + W2ant + W3ant + W4ant Wtelecom = 3.33 •kip %G Flant + F1e0 + F2 ant + F2coax + F3ant + F3coax + F4ant + F4coax Fwtotal Fwtank telecom Fwtotal + Fwtelecom %G = 5.323 % THE LATERAL FORCE INCREASE ON THE TOWER DUE TO ALL TELECOMMUNICATION APPURTENANCES IS ABOUT 5%. Fwtank telecom = 94-kip 2.0 DETERMINE GRAVITY LOADS: 2.1 WATER TANK WEIGHT: Psteel = 490•pcf pw := 62.4 -pcf The thicknesses of the tank members are measured or assumed as follows: 5 ttank := 6 (average) n Wtank ttank' thell := 0.8•in tshaft 0.717•in drank11.6075 (dtank� 1.6075 (dtank\ .6075 (Htank — 0 ft\ 1.6075 - 1.6075 2 2 / +2 2 / \ 2 / 4.1r 3 +0•ft'dtank'1 surface area of tank Hbell Wbell := (dbase + dshaft)' 2 tbell' Psteel Wshaft 17'dshaft'Hbe11'tshaft •Psteel Wwater := 150500 ,gal- pw Wbell = 30•kip Wshaft = 14 -kip • Psteel (150 MG + Dead storage in riser) Wwater = 1255• kip Wtotal = Wtotal Wbell + Wtank + Wshaft + Wwater 2.2 TELECOMMUNICATION APPURTENANCE WEIGHT: Wteiecom = 3.33•kip Wteiecom Wtotal °AG = 0.2472.% 1347.kip THE WEIGHT INCREASE ON THE TOWER DUE TO THE TELECOMMUNICATION APPURTENANCES IS LESS THAN 1%. Wtank = 48 -kip 6.0 SEISMIC DESIGN LOADS: THE FOLLOWING CALCULATIONS ARE PERFORMED PER ANSI /AWWA D100 -05. Eq Lateral force (Ibs) F= Seimic factor (Table 24) Ri= Response modification factor (Table 28) W= Total weight of structure and contents (lbf) Sps= Design earthquake spectral response acceleration, short (0.2s) So,= design earthquake spectral response acceleration, (1.0s) Sai= Design spectral response acceleration for impulsive components Fa Short period site coefficient (Table 26) Fv= Long period site coefficient (Table 27) Ti= Natural period of structure (seconds) TL= Region- dependent transition XGC= Guided cantilever deflection XK= Deflection coeffiecint (base on number of columns N) Xc= Cantilever deflection SMS := Fa-Ss (Eq. 13 -5) SDS := U•SMS (Eq. 13 -7) SMI := F •S1 (Eq. 13 -6) SDI := U•SM1 (Eq. 13 -8) Ts := SDI's Ti = 1 s Ts = 0.3 s TL = 12 s SDS I For 0 <Ti<TS Sat := SDS Sai = 0.29 SDI 'sec II) For TS<Tf <TL := Sai = 0.09 Ti ill) TL• SD I •sec III For Ti>TL = Sai = 1.02 T12 ( / TL•SD1•sec SDI sec\\ A = if T1 < Ts , Sips, if T1 > TL, 2 Ti \ \ T; // Sai• IE Ai:= 1.4- Ri Ai = 0.025 Egtower Ai• Wtotal Egtower = 34.kip Fwtotal = 89 kip Eq telecom Ai•Wtetecom Egtelecom = 0.08 kip Egtelecom Egtower = 0.247 • % IE := 1.25 (Class II) Ri:= 3.0 Ss := 0.431 (Tybee Island, GA) St := 0.128 Fa := 1.0 (Table 26) Fv := 1.0 (Table 27) Ti := 1.0sec (ASSUMED) TL := 12-sec (Figure 19) Sai = 0.0853 Egtower = 34 -kip WIND GOVERNS OVER SEISMIC 2 U :_ — 3 THE SEISMIC LOADS ARE LESS THAN THE WIND LOADS. THE WEIGHT OF THE ANTENNAS, MOUNTINGS AND COAXIAL CABLES ARE INSIGNIFICANT COMPARED TO THE WEIGHT OF THE TANK AND ITS CONTENT. THE SEISMIC LOAD INCREASE DUE TO THE TELECOMMUNICATION APPURTENANCES IS THEREFORE NEGLIGIBLE. 3.0 CHECK FOR UPLIFT WHEN THE TOWER IS EMPTY: VVtotnowa,„r= Weight of the water tower and empty tank Download= Weight on each leg Fwindiank Wind force on the tank Hwindi„k= Location of wind force AGL Wind pressure on the tower Wind force on the telecom Fieiecom Wtotnowater Wtotal — Wwater) WtOtnowater = 91 • kip Htan; M overt ttrning Fwtank' Htop 2 ( Hshaft dbase + Fshaft' Hbell + R a :— 2 2 HbelI + Fbell' 2 Moverturning = 7801 kip • ft Mr := Wtotnowater'Ra Mr = 1043. kip •ft 3.1 DETERMINE UPLIFT WITHOUT TELECOMMUNICATION ATTACHMENTS 4Moverturning Wtotnowater Uplift :_ Nbolt dbase Nbolt Nbolt 16 Uplift = 80. kip 3.2 DETERMINE UPLIFT WITH TELECOMMUNICATION ATTACHMENTS Mt Movertumine + Mteleco Uplifttelecom Nbolt' dbase 4Mt INC :_ INC Mt = 8798.kip•ft 0� Wtotnowater + 20000. 1 •gal• pw + Wtelecom Uplifttelecom — Uplift Uplift Uplifttelecom — Uplift Uplift Nbolt Wtotai = 1347•kip Wwater = 1255-kip Wtelecom = 3.33•kip (90\ (no water) Uplifttelecom = `81;)) (20000 gallons) INC = 13.44•% (Increase when tank is empty) INC = 0.35•% (Increase when tank has 20000 Gal ) if (INC < 10 %, "OK" , "CHECK UPLIFT UNDER SEISMIC ") = "OK" THE INCREASE IN UPLIFT UNDER WIND LOADS DUE TO THE PRESENCE OF TELECOMMUNICATION APPURTENANCES IS APPROXIMATELY 13.4% AND CANNOT BE NEGLECTED ( <10 %). A MINIMUM OF 20000 GALLONS OF WATER SHOULD BE MAINTAINED IN THE TANK WHEN WIND SPEED EXCEED 133 MPH. �%a , e m i a �� 0 W E R ` ` '