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existing monopole structural analysis.pdf
September02,2014 Date: MichaelMurrayPaulJFordandCompany CrownCastle250E.BroadStreet,Suite600 5350North48thStreet,Suite305Columbus,OH43215 Chandler,AZ85226614.221.6679 480.734.2422rkoors@pjfweb.com Subject:StructuralAnalysisReport Co-Locate CarrierDesignation:AT&TMobility CarrierSiteNumber: SN99 CarrierSiteName: EdmondsEsperance CrownCastleBUNumber: CrownCastleDesignation:842250 CrownCastleSiteName: EdmondsEsperance CrownCastleJDEJobNumber: 281477 CrownCastleWorkOrderNumber: 902097 CrownCastleApplicationNumber: 234701Rev.8 PaulJFordandCompanyProjectNumber: EngineeringFirmDesignation:37514-1732.001.7805 2251076THAVENUEWEST,EDMONDS,SnohomishCounty,WA SiteData: Latitude,Longitude 47°47'39.33''-122°20'11.29'' 150Foot-MonopoleTower DearMichaelMurray, “StructuralAnalysisReport” PaulJFordandCompanyispleasedtosubmitthistodeterminethestructural integrityoftheabovementionedtower.ThisanalysishasbeenperformedinaccordancewiththeCrownCastle Structural‘StatementofWork’andthetermsofCrownCastlePurchaseOrderNumber686595,inaccordance withapplication234701,revision8. Thepurposeoftheanalysisistodetermineacceptabilityofthetowerstresslevel.Basedonouranalysiswe havedeterminedthetowerstresslevelforthestructureandfoundation,underthefollowingloadcase,tobe: SufficientCapacity LC5:Existing+ProposedEquipment Note:SeeTableIandTableIIfortheproposedandexistingloading,respectively. Thisanalysishasbeenperformedinaccordancewiththe2012InternationalBuildingCodebaseduponan ultimate3-secondgustwindspeedof110mphconvertedtoanominal3-secondgustwindspeedof85mphper section1609.3.1asrequiredforuseintheTIA-222-GStandardperException#5ofSection1609.1.1. ExposureCategoryCwithatopographiccategory1andRiskCategoryIIwereusedinthisanalysis. WeatPaulJFordandCompanyappreciatetheopportunityofprovidingourcontinuingprofessionalservicesto youandCrownCastle.Ifyouhaveanyquestionsorneedfurtherassistanceonthisoranyotherprojects pleasegiveusacall. Respectfullysubmittedby: BobKoors,E.I. StructuralDesigner tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page2 TABLEOFCONTENTS 1)INTRODUCTION 2)ANALYSISCRITERIA Table1-ProposedAntennaandCableInformation Table2-ExistingAntennaandCableInformation 3)ANALYSISPROCEDURE Table3-DocumentsProvided 3.1)AnalysisMethod 3.2)Assumptions 4)ANALYSISRESULTS Table4-SectionCapacity(Summary) Table5–TowerComponentsvs.Capacity 5)APPENDIXA tnxTowerOutput 6)APPENDIXB BaseLevelDrawing 7)APPENDIXC AdditionalCalculations 8)APPENDIXD SeismicCalculations tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page3 1)INTRODUCTION Thistowerisa150ftMonopoletowerdesignedbyTRANSAMERICANPOWERPRODUCTSinFebruaryof 2005.Thetowerwasoriginallydesignedforawindspeedof85mphperTIA/EIA-222-F. 2)ANALYSISCRITERIA Thisanalysishasbeenperformedinaccordancewiththe2012InternationalBuildingCodebaseduponan ultimate3-secondgustwindspeedof110mphconvertedtoanominal3-secondgustwindspeedof85mphper section1609.3.1asrequiredforuseintheTIA-222-GStandardperException#5ofSection1609.1.1. ExposureCategoryCwithatopographiccategory1andRiskCategoryIIwereusedinthisanalysis. Table1-ProposedAntennaandCableInformation Center NumberNumberFeed MountingLineAntenna ofAntennaModelofFeedLineNote Level(ft)ElevationManufacturer AntennasLinesSize(in) (ft) 3alcatellucent9442RRH700W/SOLAR 3alcatellucentRRH2X60-1900 3alcatellucentRRH2x40-07L-DE 3alcatellucentRRH4X25-WCS 147.0147.023/8- SBNHH-1D65Cw/Mount 6commscope Pipe 10kathrein86010025 2raycapDC6-48-60-18-8F Table2-ExistingandReservedAntennaandCableInformation Center NumberNumberFeed MountingLineAntenna ofAntennaModelofFeedLineNote Level(ft)ElevationManufacturer AntennasLinesSize(in) (ft) 3alcatellucent9442RRH700 3alcatellucent9442RRHAWS 3kathrein742265w/MountPipe--2 3kathrein80010765w/MountPipe 1raycapDC6-48-60-18-8F 5kathrein742265w/MountPipe 6nokiaCS72993.08 147.0147.0 powerwave 4LGP21401 technologies 207/8 2kathrein86010025 43/41 powerwave 31/4 2TT19-08BP111-001 technologies BSA-M65-19R010-02w/ 1tenxcwireless MountPipe 1towermountsPlatformMount\[LP303-1\] Notes: 1)ExistingEquipment 2)EquipmentToBeRemoved tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page4 3)ANALYSISPROCEDURE Table3-DocumentsProvided DocumentRemarksReferenceSource Adapt,WA05-12241-GEO, 4-GEOTECHNICALREPORTS4289970CCISITES 03/16/2005 4-TOWERFOUNDATION PSM,C05073,03/18/20054470880CCISITES DRAWINGS/DESIGN/SPECS 4-TOWERMANUFACTURER PJF,44405-0149,02/11/20055117048CCISITES DRAWINGS 3.1)AnalysisMethod tnxTower(version6.1.4.1),acommerciallyavailableanalysissoftwarepackage,wasusedtocreatea three-dimensionalmodelofthetowerandcalculatememberstressesforvariousloadingcases. SelectedoutputfromtheanalysisisincludedinAppendixA. 3.2)Assumptions 1)Towerandstructureswerebuiltinaccordancewiththemanufacturer’sspecifications. 2)Thetowerandstructureshavebeenmaintainedinaccordancewiththemanufacturer’s specification. 3)Theconfigurationofantennas,transmissioncables,mountsandotherappurtenancesareas specifiedinTables1and2andthereferenceddrawings. 4)ThemonopolehasbeenanalyzedforseismicloadingusingamodalanalysisperASCE7-10. SeeAppendixDforseismiccalculations. Thisanalysismaybeaffectedifanyassumptionsarenotvalidorhavebeenmadeinerror.PaulJ FordandCompanyshouldbenotifiedtodeterminetheeffectonthestructuralintegrityofthetower. 4)ANALYSISRESULTS Table4-SectionCapacity(Summary) SectionComponentCriticalSF*P_allow% Elevation(ft)SizeP(K)Pass/Fail No.TypeElement(K)Capacity L1150-97PoleTP30.997x20x0.251-7.911677.6337.9Pass L297-47.92PoleTP40.682x29.6836x0.31252-15.752710.1543.1Pass L347.92-0PoleTP50x39.0028x0.3753-28.924033.2042.4Pass Summary Pole(L2)43.1Pass Rating=43.1Pass tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page5 Table5-TowerComponentStressesvs.Capacity–LC5 NotesComponentElevation(ft)%CapacityPass/Fail 1AnchorRods041.4Pass 1BasePlate024.8Pass BaseFoundation 1039.8Pass Steel BaseFoundation 1,2024.3Pass SoilInteraction StructureRating(maxfromallcomponents)=43.1% Notes: 1)Seeadditionaldocumentationin“AppendixC–AdditionalCalculations”forcalculationssupportingthe%capacity consumed. 2)FoundationAnalysisNotes:AccordingtotheproceduresprescribedandagreedtobytheCrownCastleEngineering FoundationCommittee,heldinJanuary2010,theexistingcaissonfoundationwasanalyzedusingthemethodologyin thesoftware‘PLS-Caisson’(Version8.10,ornewer,byPowerLineSystems,Inc.).PerthemethodsinPLS-Caisson, thesoilreactionsofcohesivesoilsarecalculatedusing8CDindependentofthedepthofthesoillayer.Thedepthof soiltobeignoredatthetopofthecaissonisthegeotechnicalreport’srecommendation,orthegreaterofthefrostdepth ofthesiteorhalfofthecaissondiameter. tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page6 APPENDIXA TNXTOWEROUTPUT tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page7 TowerInputData Thereisapolesection. ThistowerisdesignedusingtheTIA-222-Gstandard. Thefollowingdesigncriteriaapply: TowerislocatedinSnohomishCounty,Washington. 3) ASCE7-10WindDataisused(windspeedsconvertedtonominalvalues). 4) Basicwindspeedof85mph. 5) StructureClassII. 6) ExposureCategoryC. 7) TopographicCategory1. 8) CrestHeight0.00ft. 9) Nominalicethicknessof0.2500in. 10) Icethicknessisconsideredtoincreasewithheight. 11) Icedensityof56pcf. 12) Awindspeedof30mphisusedincombinationwithice. 13) Temperaturedropof50°F. 14) Deflectionscalculatedusingawindspeedof60mph. 15) Anon-linear(P-delta)analysiswasused. 16) Pressuresarecalculatedateachsection. 17) Stressratiousedinpoledesignis1. 18) Localbendingstressesduetoclimbingloads,feedlinesupports,andappurtenancemountsare 19) notconsidered. Options ConsiderMoments-LegsDistributeLegLoadsAsUniformTreatFeedlineBundlesAsCylinder ConsiderMoments-HorizontalsAssumeLegsPinnedUseASCE10X-BraceLyRules IncludeBoltsInMemberCapacityAutocalcTorqueArmAreasPoles SecondaryHorizontalBracesLegSortCapacityReportsByComponentAlwaysUseSub-CriticalFlow UseDiamondInnerBracing(4Sided)TriangulateDiamondInnerBracingUseTopMountedSockets AddIBC.6D+WCombinationUseTIA-222-GTensionSplice CapacityExemption TaperedPoleSectionGeometry SectionElevationSectionSpliceNumberTopBottomWallBendPoleGrade LengthLengthofDiameterDiameterThicknessRadius ftftftSidesinininin L1150.00-97.0053.003.921820.000030.99700.25001.0000A572-65 (65ksi) L297.00-47.9253.005.081829.683640.68200.31251.2500A572-65 (65ksi) L347.92-0.0053.001839.002850.00000.37501.5000A572-65 (65ksi) tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page8 TaperedPoleProperties SectionTipDia.AreaIrCI/CJIt/Qww/t 24342 ininininininininin L120.308515.6716772.29947.011210.160076.01371545.61507.83733.080012.32 31.475224.39772914.020610.915215.7465185.05865831.875612.20125.015520.062 L230.967629.13253175.094610.426815.0793210.56006354.367114.56904.674314.958 41.309640.04158244.313614.331220.6665398.922516499.47520.02466.610021.152 4 L340.674845.97688667.146713.712919.8134437.437917345.69722.99276.204516.545 8 50.771359.066218377.10917.616925.4000723.508236778.39929.53878.140021.707 48 TowerGussetGussetGussetGradeAdjust.FactorAdjust.WeightMult.DoubleAngleDoubleAngle ElevationAreaThicknessAFactorStitchBoltStitchBolt f (perface)ASpacingSpacing r DiagonalsHorizontals 2 ftftininin L1150.00-111 97.00 L297.00-111 47.92 L347.92-0.00111 FeedLine/LinearAppurtenances-EnteredAsRoundOrFlat DescriptionFaceAllowComponentPlacementTotalNumberClearWidthorPerimeteWeight orShieldTypeNumberPerRowSpacingDiameter Legftinrplf inin ** FeedLine/LinearAppurtenances-EnteredAsArea DescriptionFaceAllowComponentPlacementTotalCAWeight AA orShieldTypeNumber 2 Legftft/ftplf LDF1-50A(1/4'')CNoInsidePole147.00-0.003NoIce0.000.06 1/2''Ice0.000.06 LDF5-50A(7/8'')CNoInsidePole147.00-0.0020NoIce0.000.33 1/2''Ice0.000.33 WR-VG86T(3/4)CNoInsidePole147.00-0.004NoIce0.000.53 1/2''Ice0.000.53 FB-L98B-002-30000(CNoInsidePole147.00-0.002NoIce0.000.06 3/8)1/2''Ice0.000.06 21/2''RigidConduitCNoInsidePole147.00-0.001NoIce0.001.48 (2''EMT)1/2''Ice0.001.48 ** FeedLine/LinearAppurtenancesSectionAreas TowerTowerFaceAACACAWeight RFAAAA SectioElevationInFaceOutFace 2222 nftftftftftK L1150.00-97.00A0.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.53 L297.00-47.92A0.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.52 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page9 TowerTowerFaceAACACAWeight RFAAAA SectioElevationInFaceOutFace 2222 nftftftftftK L347.92-0.00A0.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.50 FeedLine/LinearAppurtenancesSectionAreas-WithIce TowerTowerFaceIceAACACAWeight RFAAAA SectioElevationorThicknessInFaceOutFace 2222 nftLeginftftftftK L1150.00-97.00A0.5700.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.53 L297.00-47.92A0.5400.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.52 L347.92-0.00A0.4850.0000.0000.0000.0000.00 B0.0000.0000.0000.0000.00 C0.0000.0000.0000.0000.50 FeedLineCenterofPressure SectionElevationCPCPCPCP XZXZ IceIce ftinininin L1150.00-97.000.00000.00000.00000.0000 L297.00-47.920.00000.00000.00000.0000 L347.92-0.000.00000.00000.00000.0000 ShieldingFactorKa TowerFeedLineDescriptionFeedLineKK aa SectionRecordNo.SegmentNoIceIce Elev. DiscreteTowerLoads DescriptionFaceOffsetOffsets:AzimuthPlacementCACAWeight AAAA orTypeHorzAdjustmenFrontSide LegLateralt Vert 22 ftftftftK ft° ft 742265w/MountPipeAFromFace4.000.000147.00NoIce7.806.360.08 0.001/2''8.387.560.14 0.00Ice (2)742265w/MountPipeBFromFace4.000.000147.00NoIce7.806.360.08 0.001/2''8.387.560.14 0.00Ice (2)742265w/MountPipeCFromFace4.000.000147.00NoIce7.806.360.08 0.001/2''8.387.560.14 0.00Ice BSA-M65-19R010-02w/AFromFace4.000.000147.00NoIce20.268.350.11 MountPipe0.001/2''21.029.540.23 0.00Ice tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page10 DescriptionFaceOffsetOffsets:AzimuthPlacementCACAWeight AAAA orTypeHorzAdjustmenFrontSide LegLateralt Vert 22 ftftftftK ft° ft (6)CS72993.08BFromFace4.000.000147.00NoIce1.430.420.02 0.001/2''1.590.540.03 0.00Ice (2)TT19-08BP111-001BFromFace4.000.000147.00NoIce0.640.520.02 0.001/2''0.760.620.02 0.00Ice (4)LGP21401BFromFace4.000.000147.00NoIce1.290.360.01 0.001/2''1.450.480.02 0.00Ice (2)SBNHH-1D65Cw/AFromFace4.000.000147.00NoIce11.639.790.08 MountPipe0.001/2''12.3511.310.17 0.00Ice (2)SBNHH-1D65Cw/BFromFace4.000.000147.00NoIce11.639.790.08 MountPipe0.001/2''12.3511.310.17 0.00Ice (2)SBNHH-1D65Cw/CFromFace4.000.000147.00NoIce11.639.790.08 MountPipe0.001/2''12.3511.310.17 0.00Ice (2)86010025AFromFace4.000.000147.00NoIce0.160.130.00 0.001/2''0.220.190.00 0.00Ice (4)86010025BFromFace4.000.000147.00NoIce0.160.130.00 0.001/2''0.220.190.00 0.00Ice (6)86010025CFromFace4.000.000147.00NoIce0.160.130.00 0.001/2''0.220.190.00 0.00Ice (2)DC6-48-60-18-8FBFromFace4.000.000147.00NoIce2.572.570.02 0.001/2''2.802.800.04 0.00Ice (3)RRH2x40-07L-DEBFromFace4.000.000147.00NoIce4.002.560.07 0.001/2''4.292.810.10 0.00Ice (3)RRH4X25-WCSBFromFace4.000.000147.00NoIce4.453.810.09 0.001/2''4.774.110.13 0.00Ice (3)9442RRH700BFromFace4.000.000147.00NoIce2.492.210.05 W/SOLAR0.001/2''2.712.420.07 0.00Ice (3)RRH2X60-1900BFromFace4.000.000147.00NoIce2.191.410.04 0.001/2''2.391.590.06 0.00Ice PlatformMount\[LP303-1\]CNone0.000147.00NoIce14.6614.661.25 1/2''18.8718.871.48 Ice ** TowerPressures-NoIce G= 1.100 H SectionzKqAFAAALegCACA ZzGFRlegAAAA Elevationa%InOut cFaceFace 222222 ftftpsffteftftftftft L1150.00-121.891.31923.15114.35A0.000114.356114.356100.000.0000.000 97.006B0.000114.356100.000.0000.000 C0.000114.356100.000.0000.000 L297.00-71.731.1820.66147.80A0.000147.807147.807100.000.0000.000 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page11 SectionzKqAFAAALegCACA ZzGFRlegAAAA Elevationa%InOut cFaceFace 222222 ftftpsffteftftftftft 47.927B0.000147.807100.000.0000.000 C0.000147.807100.000.0000.000 L347.92-0.0024.160.93916.34182.58A0.000182.587182.587100.000.0000.000 7B0.000182.587100.000.0000.000 C0.000182.587100.000.0000.000 TowerPressure-WithIce G= 1.100 H SectionzKqtAFAAALegCACA ZzZGFRlegAAAA Elevationa%InOut cFaceFace 222222 ftftpsfinfteftftftftft L1150.00-121.891.3192.880.5698119.389A0.000119.389119.389100.000.0000.000 97.00B0.000119.389100.000.0000.000 C0.000119.389100.000.0000.000 L297.00-47.9271.731.182.570.5404152.468A0.000152.468152.468100.000.0000.000 B0.000152.468100.000.0000.000 C0.000152.468100.000.0000.000 L347.92-0.0024.160.9392.040.4847186.903A0.000186.903186.903100.000.0000.000 B0.000186.903100.000.0000.000 C0.000186.903100.000.0000.000 TowerPressure-Service G= 1.100 H SectionzKqAFAAALegCACA ZzGFRlegAAAA Elevationa%InOut cFaceFace 222222 ftftpsffteftftftftft L1150.00-121.891.31910.32114.35A0.000114.356114.356100.000.0000.000 97.006B0.000114.356100.000.0000.000 C0.000114.356100.000.0000.000 L297.00-71.731.189.21147.80A0.000147.807147.807100.000.0000.000 47.927B0.000147.807100.000.0000.000 C0.000147.807100.000.0000.000 L347.92-0.0024.160.9397.28182.58A0.000182.587182.587100.000.0000.000 7B0.000182.587100.000.0000.000 C0.000182.587100.000.0000.000 LoadCombinations Comb.Description No. 1DeadOnly 21.2Dead+1.6Wind0deg-NoIce 30.9Dead+1.6Wind0deg-NoIce 41.2Dead+1.6Wind30deg-NoIce 50.9Dead+1.6Wind30deg-NoIce 61.2Dead+1.6Wind60deg-NoIce 70.9Dead+1.6Wind60deg-NoIce 81.2Dead+1.6Wind90deg-NoIce 90.9Dead+1.6Wind90deg-NoIce 101.2Dead+1.6Wind120deg-NoIce 110.9Dead+1.6Wind120deg-NoIce tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page12 Comb.Description No. 121.2Dead+1.6Wind150deg-NoIce 130.9Dead+1.6Wind150deg-NoIce 141.2Dead+1.6Wind180deg-NoIce 150.9Dead+1.6Wind180deg-NoIce 161.2Dead+1.6Wind210deg-NoIce 170.9Dead+1.6Wind210deg-NoIce 181.2Dead+1.6Wind240deg-NoIce 190.9Dead+1.6Wind240deg-NoIce 201.2Dead+1.6Wind270deg-NoIce 210.9Dead+1.6Wind270deg-NoIce 221.2Dead+1.6Wind300deg-NoIce 230.9Dead+1.6Wind300deg-NoIce 241.2Dead+1.6Wind330deg-NoIce 250.9Dead+1.6Wind330deg-NoIce 261.2Dead+1.0Ice+1.0Temp 271.2Dead+1.0Wind0deg+1.0Ice+1.0Temp 281.2Dead+1.0Wind30deg+1.0Ice+1.0Temp 291.2Dead+1.0Wind60deg+1.0Ice+1.0Temp 301.2Dead+1.0Wind90deg+1.0Ice+1.0Temp 311.2Dead+1.0Wind120deg+1.0Ice+1.0Temp 321.2Dead+1.0Wind150deg+1.0Ice+1.0Temp 331.2Dead+1.0Wind180deg+1.0Ice+1.0Temp 341.2Dead+1.0Wind210deg+1.0Ice+1.0Temp 351.2Dead+1.0Wind240deg+1.0Ice+1.0Temp 361.2Dead+1.0Wind270deg+1.0Ice+1.0Temp 371.2Dead+1.0Wind300deg+1.0Ice+1.0Temp 381.2Dead+1.0Wind330deg+1.0Ice+1.0Temp 39Dead+Wind0deg-Service 40Dead+Wind30deg-Service 41Dead+Wind60deg-Service 42Dead+Wind90deg-Service 43Dead+Wind120deg-Service 44Dead+Wind150deg-Service 45Dead+Wind180deg-Service 46Dead+Wind210deg-Service 47Dead+Wind240deg-Service 48Dead+Wind270deg-Service 49Dead+Wind300deg-Service 50Dead+Wind330deg-Service MaximumMemberForces SectioElevationComponentConditionGov.AxialMajorAxisMinorAxis nftTypeLoadMomentMoment No.Comb.Kkip-ftkip-ft L1150-97PoleMaxTension300.0000 Max.Compression26-11.28-75 Max.Mx8-7.91-3869 Max.My2-7.96-11360 Max.Vy89.71-3869 Max.Vx2-9.18-11360 Max.Torque24-7 L297-47.92PoleMaxTension10.0000 Max.Compression26-20.16-75 Max.Mx8-15.75-93116 Max.My2-15.78-18879 Max.Vy813.04-93116 Max.Vx2-12.51-18879 Max.Torque24-7 L347.92-0PoleMaxTension10.0000 Max.Compression26-34.58-75 Max.Mx8-28.92-171623 Max.My2-28.92-251637 Max.Vy816.45-171623 Max.Vx2-15.94-251637 Max.Torque24-6 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page13 MaximumReactions LocationConditionGov.VerticalHorizontal,XHorizontal,Z LoadKKK Comb. PoleMax.Vert2634.580.00-0.00 Max.H2121.7016.43-0.13 x Max.H228.93-0.1315.92 z Max.M21637-0.1315.92 x Max.M81716-16.430.13 z Max.Torsion126-8.10-13.72 Min.Vert921.70-16.430.13 Min.H921.70-16.430.13 x Min.H1521.700.13-15.92 z Min.M14-16310.13-15.92 x Min.M20-170516.43-0.13 z Min.Torsion24-68.1013.72 TowerMastReactionSummary LoadVerticalShearShearOverturningOverturningTorque xz CombinationMoment,MMoment,M xz KKKkip-ftkip-ftkip-ft DeadOnly24.11-0.000.00-3-40 1.2Dead+1.6Wind0deg-28.930.13-15.92-1637-256 NoIce 0.9Dead+1.6Wind0deg-21.700.13-15.92-1623-245 NoIce 1.2Dead+1.6Wind30deg-28.938.33-13.86-1428-8783 NoIce 0.9Dead+1.6Wind30deg-21.708.33-13.86-1415-8693 NoIce 1.2Dead+1.6Wind60deg-28.9314.29-8.08-837-14970 NoIce 0.9Dead+1.6Wind60deg-21.7014.29-8.08-830-14830 NoIce 1.2Dead+1.6Wind90deg-28.9316.43-0.13-23-1716-3 NoIce 0.9Dead+1.6Wind90deg-21.7016.43-0.13-22-1700-3 NoIce 1.2Dead+1.6Wind120deg28.9314.167.85796-1477-6 -NoIce 0.9Dead+1.6Wind120deg21.7014.167.85790-1463-6 -NoIce 1.2Dead+1.6Wind150deg28.938.1013.721402-843-6 -NoIce 0.9Dead+1.6Wind150deg21.708.1013.721391-835-6 -NoIce 1.2Dead+1.6Wind180deg28.93-0.1315.92163115-6 -NoIce 0.9Dead+1.6Wind180deg21.70-0.1315.92161816-5 -NoIce 1.2Dead+1.6Wind210deg28.93-8.3313.861422868-3 -NoIce 0.9Dead+1.6Wind210deg21.70-8.3313.861411862-3 -NoIce 1.2Dead+1.6Wind240deg28.93-14.298.0883114860 -NoIce 0.9Dead+1.6Wind240deg21.70-14.298.0882514750 -NoIce 1.2Dead+1.6Wind270deg28.93-16.430.131717053 -NoIce 0.9Dead+1.6Wind270deg21.70-16.430.131816933 -NoIce 1.2Dead+1.6Wind300deg28.93-14.16-7.85-80214666 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page14 LoadVerticalShearShearOverturningOverturningTorque xz CombinationMoment,MMoment,M xz KKKkip-ftkip-ftkip-ft -NoIce 0.9Dead+1.6Wind300deg21.70-14.16-7.85-79514556 -NoIce 1.2Dead+1.6Wind330deg28.93-8.10-13.72-14088336 -NoIce 0.9Dead+1.6Wind330deg21.70-8.10-13.72-13958276 -NoIce 1.2Dead+1.0Ice+1.0Temp34.58-0.000.00-5-70 1.2Dead+1.0Wind034.580.01-2.01-196-90 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind3034.581.04-1.75-171-1080 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind6034.581.78-1.01-102-1790 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind9034.582.05-0.01-7-2050 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind12034.581.771.0089-178-1 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind15034.581.021.74160-105-1 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind18034.58-0.012.01186-60 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind21034.58-1.041.75162930 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind24034.58-1.781.01921640 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind27034.58-2.050.01-31900 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind30034.58-1.77-1.00-991631 deg+1.0Ice+1.0Temp 1.2Dead+1.0Wind33034.58-1.02-1.74-169901 deg+1.0Ice+1.0Temp Dead+Wind0deg-Service24.110.04-4.44-456-102 Dead+Wind30deg-Service24.112.32-3.86-398-2461 Dead+Wind60deg-Service24.113.98-2.25-234-4180 Dead+Wind90deg-Service24.114.58-0.04-8-479-1 Dead+Wind120deg-24.113.952.19219-412-2 Service Dead+Wind150deg-24.112.263.82387-237-2 Service Dead+Wind180deg-24.11-0.044.444501-2 Service Dead+Wind210deg-24.11-2.323.86392238-1 Service Dead+Wind240deg-24.11-3.982.252294090 Service Dead+Wind270deg-24.11-4.580.0434701 Service Dead+Wind300deg-24.11-3.95-2.19-2244042 Service Dead+Wind330deg-24.11-2.26-3.82-3922282 Service SolutionSummary SumofAppliedForcesSumofReactions LoadPXPYPZPXPYPZ%Error Comb.KKKKKK 10.00-24.110.000.0024.11-0.000.005% 20.13-28.93-15.92-0.1328.9315.920.001% 30.13-21.70-15.92-0.1321.7015.920.002% 48.33-28.93-13.86-8.3328.9313.860.001% 58.33-21.70-13.86-8.3321.7013.860.001% 614.29-28.93-8.08-14.2928.938.080.001% 714.29-21.70-8.08-14.2921.708.080.001% 816.43-28.93-0.13-16.4328.930.130.002% tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page15 SumofAppliedForcesSumofReactions LoadPXPYPZPXPYPZ%Error Comb.KKKKKK 916.43-21.70-0.13-16.4321.700.130.002% 1014.16-28.937.85-14.1628.93-7.850.001% 1114.16-21.707.85-14.1621.70-7.850.001% 128.10-28.9313.72-8.1028.93-13.720.000% 138.10-21.7013.72-8.1021.70-13.720.001% 14-0.13-28.9315.920.1328.93-15.920.002% 15-0.13-21.7015.920.1321.70-15.920.002% 16-8.33-28.9313.868.3328.93-13.860.001% 17-8.33-21.7013.868.3321.70-13.860.001% 18-14.29-28.938.0814.2928.93-8.080.001% 19-14.29-21.708.0814.2921.70-8.080.001% 20-16.43-28.930.1316.4328.93-0.130.002% 21-16.43-21.700.1316.4321.70-0.130.002% 22-14.16-28.93-7.8514.1628.937.850.000% 23-14.16-21.70-7.8514.1621.707.850.001% 24-8.10-28.93-13.728.1028.9313.720.001% 25-8.10-21.70-13.728.1021.7013.720.001% 260.00-34.580.000.0034.58-0.000.003% 270.01-34.58-2.01-0.0134.582.010.002% 281.04-34.58-1.75-1.0434.581.750.002% 291.78-34.58-1.02-1.7834.581.010.002% 302.05-34.58-0.01-2.0534.580.010.002% 311.77-34.581.00-1.7734.58-1.000.002% 321.02-34.581.74-1.0234.58-1.740.002% 33-0.01-34.582.010.0134.58-2.010.002% 34-1.04-34.581.751.0434.58-1.750.002% 35-1.78-34.581.021.7834.58-1.010.002% 36-2.05-34.580.012.0534.58-0.010.002% 37-1.77-34.58-1.001.7734.581.000.002% 38-1.02-34.58-1.741.0234.581.740.002% 390.04-24.11-4.44-0.0424.114.440.002% 402.32-24.11-3.86-2.3224.113.860.002% 413.98-24.11-2.25-3.9824.112.250.002% 424.58-24.11-0.04-4.5824.110.040.002% 433.95-24.112.19-3.9524.11-2.190.002% 442.26-24.113.82-2.2624.11-3.820.002% 45-0.04-24.114.440.0424.11-4.440.002% 46-2.32-24.113.862.3224.11-3.860.002% 47-3.98-24.112.253.9824.11-2.250.002% 48-4.58-24.110.044.5824.11-0.040.002% 49-3.95-24.11-2.193.9524.112.190.002% 50-2.26-24.11-3.822.2624.113.820.002% Non-LinearConvergenceResults LoadConverged?NumberDisplacementForce CombinationofCyclesToleranceTolerance 1Yes70.000000010.00004052 2Yes150.000000010.00006546 3Yes140.000000010.00013018 4Yes150.000000010.00014088 5Yes150.000000010.00011203 6Yes150.000000010.00012704 7Yes150.000000010.00010018 8Yes140.000000010.00011273 9Yes140.000000010.00009239 10Yes150.000000010.00009077 11Yes150.000000010.00007243 12Yes160.000000010.00006220 13Yes150.000000010.00012567 14Yes140.000000010.00013919 15Yes140.000000010.00011524 16Yes150.000000010.00010425 17Yes150.000000010.00008354 18Yes150.000000010.00011787 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page16 19Yes150.000000010.00009418 20Yes140.000000010.00009357 21Yes140.000000010.00007719 22Yes160.000000010.00006224 23Yes150.000000010.00012555 24Yes150.000000010.00009413 25Yes150.000000010.00007599 26Yes90.000000010.00002225 27Yes120.000000010.00005583 28Yes120.000000010.00006088 29Yes120.000000010.00006194 30Yes120.000000010.00005902 31Yes120.000000010.00005754 32Yes120.000000010.00005461 33Yes120.000000010.00004901 34Yes120.000000010.00004830 35Yes120.000000010.00004864 36Yes120.000000010.00004870 37Yes120.000000010.00005244 38Yes120.000000010.00005390 39Yes130.000000010.00004876 40Yes130.000000010.00003988 41Yes130.000000010.00003458 42Yes130.000000010.00004547 43Yes130.000000010.00003823 44Yes130.000000010.00005047 45Yes130.000000010.00004682 46Yes130.000000010.00003147 47Yes130.000000010.00003228 48Yes130.000000010.00004310 49Yes130.000000010.00004940 50Yes130.000000010.00003977 MaximumTowerDeflections-ServiceWind SectionElevationHorz.Gov.TiltTwist No.DeflectionLoad ftinComb.°° L1150-9720.12411.2610.029 L2100.92-47.928.73410.8650.009 L353-02.29410.4040.003 CriticalDeflectionsandRadiusofCurvature-ServiceWind ElevationAppurtenanceGov.DeflectionTiltTwistRadiusof LoadCurvature ftComb.in°°ft 147.00742265w/MountPipe4119.361.2380.02847249 MaximumTowerDeflections-DesignWind SectionElevationHorz.Gov.TiltTwist No.DeflectionLoad ftinComb.°° L1150-9771.3384.4050.104 L2100.92-47.9231.1783.0800.032 L353-08.1881.4450.009 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page17 CriticalDeflectionsandRadiusofCurvature-DesignWind ElevationAppurtenanceGov.DeflectionTiltTwistRadiusof LoadCurvature ftComb.in°°ft 147.00742265w/MountPipe868.664.3310.09913824 CompressionChecks PoleDesignData SectionElevationSizeLLKl/rAPRatio P uu n No. P u 2 ftftftinK K P n L1150-97(1)TP30.997x20x0.2553.000.000.023.752-7.911677.630.005 3 L297-47.92(2)TP40.682x29.6836x0.31253.000.000.038.995-15.752710.150.006 59 L347.92-0(3)TP50x39.0028x0.37553.000.000.059.066-28.924033.200.007 2 PoleBendingDesignData SectionElevationSizeMRatioMRatio MM uxuy nxny No.MM uxuy ftkip-ftkip-ft kip-ftkip-ft MM nxny L1150-97(1)TP30.997x20x0.2538610320.374010320.000 L297-47.92(2)TP40.682x29.6836x0.31293121910.425021910.000 5 L347.92-0(3)TP50x39.0028x0.375171641170.417041170.000 PoleShearDesignData SectionElevationSizeActualRatioActualRatio VT nn No.VT VT uu uu ftKkip-ft Kkip-ft VT nn L1150-97(1)TP30.997x20x0.259.70838.810.012020670.000 L297-47.92(2)TP40.682x29.6836x0.31213.041355.070.010343870.001 5 L347.92-0(3)TP50x39.0028x0.37516.452016.600.008382440.000 PoleInteractionDesignData SectionElevationRatioRatioRatioRatioRatioComb.Allow.Criteria No.StressStress PMMVT uuxuyuu ftRatioRatio PMMVT nnxnynn L1150-97(1)0.0050.3740.0000.0120.0000.3791.000 4.8.2 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page18 SectionElevationRatioRatioRatioRatioRatioComb.Allow.Criteria No.StressStress PMMVT uuxuyuu ftRatioRatio PMMVT nnxnynn L297-47.92(2)0.0060.4250.0000.0100.0010.4311.000 4.8.2 L347.92-0(3)0.0070.4170.0000.0080.0000.4241.000 4.8.2 SectionCapacityTable ElevationComponentSizeCriticalPøP%Pass S ection allow ftTypeElementKKCapacityFail No. L1150-97PoleTP30.997x20x0.251-7.911677.6337.9Pass L297-47.92PoleTP40.682x29.6836x0.31252-15.752710.1543.1Pass L347.92-0PoleTP50x39.0028x0.3753-28.924033.2042.4Pass Summary Pole(L2)43.1Pass RATING=43.1Pass tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page19 APPENDIXB BASELEVELDRAWING tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page20 tnxTowerReport-version6.1.4.1 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page21 APPENDIXC ADDITIONALCALCULATIONS tnxTowerReport-version6.1.4.1 150.0ft DESIGNEDAPPURTENANCELOADING 742265w/MountPipePlatformMount\[LP303-1\](3)RRH2X60-1900(3)9442RRH700W/SOLAR(3)RRH4X25-WCS(3)RRH2x40-07L-DE(2)DC6-48-60-18-8F(6)86010025(4)86010025(2)86010025(2)SBNHH-1D65Cw/MountPipe(2)SBNHH-1D65Cw/ MountPipe(2)SBNHH-1D65Cw/MountPipe(4)LGP21401(6)CS72993.08BSA-M65-19R010-02w/MountPipe(2)742265w/MountPipe(2)742265w/MountPipe147147147147147147147147147147147147147147147147147147147 TYPEELEVATIONTYPEELEVATION 742265w/MountPipe147(2)86010025147 (2)742265w/MountPipe147(4)86010025147 (2)742265w/MountPipe147(6)86010025147 BSA-M65-19R010-02w/MountPipe147(2)DC6-48-60-18-8F147 (6)CS72993.08147(3)RRH2x40-07L-DE147 (2)TT19-08BP111-001147(3)RRH4X25-WCS147 (4)LGP21401147(3)9442RRH700W/SOLAR147 00 0 007 02 009 6 (2)SBNHH-1D65Cw/MountPipe147(3)RRH2X60-1900147 8 . 59 . 1 .09 1 32.. 3 .3 500 0 (2)SBNHH-1D65Cw/MountPipe147PlatformMount\[LP303-1\]147 23 (2)SBNHH-1D65Cw/MountPipe147 MATERIALSTRENGTH GRADEFyFuGRADEFyFu A572-6565ksi80ksi TOWERDESIGNNOTES 1.TowerislocatedinSnohomishCounty,Washington. 2.TowerdesignedforExposureCtotheTIA-222-GStandard. 3.Towerdesignedfora85mphbasicwindinaccordancewiththeTIA-222-GStandard. 4.Towerisalsodesignedfora30mphbasicwindwith0.25inice.Iceisconsideredto increaseinthicknesswithheight. 97.0ft 5.Deflectionsarebasedupona60mphwind. 6.TowerStructureClassII. 7.TopographicCategory1withCrestHeightof0.00ft 8.TOWERRATING:43.1% 5 0 8 6 0 . 0- 60 . 5 32 32 5 2 5 7 882 8 1. 5 2 66 1 ..6 3 A . 90 0 24 47.9ft ALLREACTIONS AREFACTORED AXIAL 0 0 . 3 80 35K 0 5 20 5 005 8 7. 3 00 1 ..9 3 . 90 0 35 SHEARMOMENT 2K206kip-ft TORQUE1kip-ft 30mphWIND-0.2500inICE AXIAL 29K SHEARMOMENT 16K1716kip-ft 3 . ) 0.0ft t 9 f s (1 TORQUE6kip-ft e ) dh i t n i g S ) REACTIONS-85mphWIND ( ) n f) n ) in s t ei o ( K f ( s ( ( L r ea t nt ia e hi n h otee b iD k D tkg gd i c m cct ip na e r u eoo ho e SLNTSTBGW PaulJFordandCompany Job: 150'Monopole/EdmondsEsperance Project: 250E.BroadStreetSuite600 PJF37514-1732/BU842250 Client:Drawnby:App'd: CrownCastleRobertKoors Columbus,OH43215 Code:Date:Scale: TIA-222-G09/03/14 NTS Phone:614.221.6679 Path:DwgNo. E-1 FAX:614.448.44105 T:\\375_Crown_Castle\\2014\\37514-1732BU842250\\WO902097BU842250-001SA\\37514-1732.001.7805.eri StiffenedorUnstiffened,Ungrouted,CircularBasePlate-AnyRodMaterial TIARevG not Assumption:Clearspacebetweenbottomoflevelingnutandtopofconcreteexceeding(1)*(RodDiameter) SiteData Reactions BU#:1716ft-kipsMu: SiteName:29kips Axial,Pu: App#:16kips Shear,Vu: Other PoleManufacturer: TIAG(Fig.4-4) AnchorRodData AISCLRFD IfNostiffeners,Criteria:<-OnlyApplcabletoUnstiffenedCases Qty:14 Diam:2.25in AnchorRodResults RodMaterial:A615-JRigid AISCLRFD Pass BoltCircle:57inAnchorRodStressRatio:41.4% PlateData BasePlateResults Diam:63inFlexuralCheckRigid Thick:2.5inBasePlateStress: 13.4ksi AISCLRFD Grade:60ksiAllowablePlateStress:ksi 54.0 11.34inBasePlateStressRatio: 24.8%Pass Single-RodB-eff:Y.L.Length: 27.37 StiffenerData n/a (Weldingatbothsides) StiffenerResults Config:0* WeldType:HorizontalWeld:n/a GrooveDepth:in**VerticalWeld:n/a GrooveAngle:degreesn/a PlateFlex+Shear,fb/Fb+(fv/Fv)^2: FilletH.Weld:<--Disregardn/a PlateTension+Shear,ft/Ft+(fv/Fv)^2: FilletV.Weld:inPlateComp.(AISCBracket):n/a Width:in Height:inPoleResults Thick:inn/a PolePunchingShearCheck: Notch:in Grade:ksi Weldstr.:ksi PoleData Diam:50in Thick:0.375in Grade:65ksi #ofSides:18 "0"IFRound Fu80ksi 0"0"ifNone Reinf.FilletWeld *0=none,1=everybolt,2=every2bolts,3=2perbolt **Note:forcompletejointpenetrationgrooveweldsthegroovedepthmustbeexactly1/2thestiffenerthicknessforcalculationpurposes CCIplate1.5-CircularBaseG1.3,EffectiveMarch19,2012 AnalysisDate:9/3/2014 JobNumber:37514-1732.001.7805Page:1 SiteNumber:842250By:RMK SiteName:SiteNameDate:9/3/2014 DRILLEDPIERSOILANDSTEELANALYSIS-TIA-222-G FactoredBaseReactionsfromRISA Comp.(+)Tension(-)TowerType=MonopoleDP Moment,Mu=1716.0k-ftACICode=ACI318-05 Shear,Vu=16.0kipsSeismicDesignCategory=D AxialLoad,Pu1=29.0kips(from1.2D+1.6W)*ReferenceStandard=TIA-222-G AxialLoad,Pu2=21.80.0kips(from0.9D+1.6W)**Use1.3LoadFactor?No OTMu=1724.00.0k-ft@GroundLoadFactor=1.00 *AxialLoad,Pu1willbeusedforSoilCompressionAnalysis. **AxialLoad,Pu2willbeusedforSteelAnalysis. DrilledPierParameters SafetyFactor Diameter=7ftSoilLateralResistance=2.000.75 HeightAboveGrade=0.5ftSkinFriction=2.000.75 DepthBelowGrade=26ftEndBearing=2.000.75 fc'=3ksiConcreteWt.ResistUplift=1.25 LoadCombinationsCheckedperTIA-222-G MatFtdn.CapWidth=ft1.(0.75)Ult.SkinFriction+(0.75)Ult.EndBearing SteelParametersSoilParameters NumberofBars=22WaterTableDepth=99.00ft RebarSize=#10DepthtoIgnoreSoil=2.00ft RebarFy=60ksiDepthtoFullCohesion=0ft RebarMOE=29000ksiFullCohesionStartsat?Ground TieSize=#3 AboveFullCohesionLateralResistance=4(Cohesion)(Dia)(H) SideClearCovertoTies=4in BelowFullCohesionLateralResistance=8(Cohesion)(Dia)(H) DirectEmbedPoleShaftParametersMaximumCapacityRatios Dia@Grade=inMaximumSoilRatio=110.0% Dia@DepthBelowGrade=inMaximumSteelRatio=105.0% NumberofSides= Thickness=in Fy=ksi BackfillCondition= DefineSoilLayers Note:Cohesion=UndrainedShearStrengh=UnconfinedCompressiveStrength/2 FrictionUltimateComp.Ult.TensionUlt. ThicknessUnitWeightCohesionAngleEndBearingSkinFrictionSkinFrictionDepth LayerftpcfpsfdegreesSoilTypepsfpsfpsfft 11110023.19827213Sand11 2510031.96577511Sand16 31610036.86836834Sand2285732 4 5 6 7 8 9 10 11 12 SoilResults:Overturning DepthtoCOR=19.70ft,fromGradeShear,Vu=16.00kips MOMENTRATIO=24.3%OKSHEARRATIO=24.3%OK SoilResults:UpliftSoilResults:Compression Uplift,Tu=0.00kipsCompression,Cu=29.00kips UPLIFTRATIO=0.0%OKCOMPRESSIONRATIO=4.9%OK SteelResults(ACI318-05): MinimumSteelArea=18.47sqinAxialLoad,Pu=51.62kips@5.25ftBelowGrade ActualSteelArea=27.94sqinMoment,Mu=1793.68k-ft@5.25ftBelowGrade MOMENTRATIO=39.8%OK v4.0-Effective:10-18-13(c)Copyright2013byPaulJ.FordandCompany,allrightsreserved. MomentCapacityofDrilledConcreteShaft(Caisson)forTIARevForG Note:Shaftassumedtohaveties,notspiral,transversereinforcing SiteData MaximumShaftSuperimposedForces BU#:G842250TIARevision: SiteName:1793.68SiteName (*Note) ft-kips Max.FactoredShaftMu: App#:51.62kips Max.FactoredShaftPu: Comp. MaxAxialForceType: (*)Note:MaxShaftSuperimposedMomentdoesnotnecessarily LoadsAlreadyFactored equaltotheshafttopreactionmoment ForM(WL)1<----Disregard ShaftFactoredLoads 1 ForP(DL)<----DisregardLoadFactor 1.00Mu:1793.68ft-kips PierProperties 1.00Pu:51.62kips Concrete: MaterialProperties PierDiameter=7.0ft 2 in ConcreteArea=5541.83000psi ConcreteComp.strength,f'c= 60ksi Reinforcementyieldstrength,Fy= 29000ksi Reinforcement: ReinforcingModulusofElasticity,E= Tie ClearCoverto=4.00in0.00207 Reinforcementyieldstrain= Horiz.BarSize=30.003 Tie Limitingcompressivestrain= ACI318Code Vert.CageDiameter=6.17ft Vert.CageDiameter=73.98in2005 SelectAnalysisACICode= VerticalSeismicProperties BarSize=10 BarDiameter=1.27inD SeismicDesignCategory= 2 inHigh BarArea=1.27SeismicRisk= NumberofBars=22 2 in AsTotal=27.94Solve <--PressUponCompletingAllInput As/Aconc,Rho:0.00500.50%(Run) Results: ACI10.5,ACI21.10.4,andIBC1810. MinAsforFlexural,TensionControlled,Shafts:GoverningOrientationCase:1 (3)*(Sqrt(f'c)/Fy:0.0027 EQEQ 200/Fy:0.0033 Mu Mu Case1Case2 Dist.FromEdgetoNeutralAxis:in 12.91 ExtremeSteelStrain,0.0153 MinimumRhoCheck: ActualReq'dMin.Rho:0.33%0.900 Flexural ProvidedRho:0.50%OK Ref.ShaftMaxAxialCapacities,Max(PnorTn): OutputNote:NegativePu=Tension PnperACI318(10-2) atMu=(Mn= 4511.09ft-kips DrilledShaftSuperimposedMu:ft-kips 1793.68 1508.76kips atMu=Mn= 0.00ft-kips 39.8% Drilled_Shaft_Moment_Capacity,DSMC,Version1.1-Effective04/01/2010AnalysisDate:9/3/2014 September02,2014 150FtMonopoleTowerStructuralAnalysisCCIBUNo842250 ProjectNumber37514-1732.001.7805,Application234701,Revision8Page22 APPENDIXD SEISMICCALCULATIONS tnxTowerReport-version6.1.4.1 Page:1of1 By:JJFDate:9/3/2014 Project:BU 842250 Client:Crown Castle PROJ#:37514-1732.001.7805 Seismic Modal Analysis Analysis Procedure 1) Modal analysis per ASCE 7-10, Section 12.9. -Use CQC -Scale base shear by: 2) Per ASCE 7-10, Sections 12.3.4.1 (Exemption #4) and 15.6 3) Use 100% and 30% combination of forces. 4) Use RISA 3-D for Modal and Spectral analysis. 5) TNX Tower - Wind Reactions M = 1716 k-ftV = 16 K Results Controlling load case = 1.2D + 0.3S +1.0S xz (S = Seismic Spectral X-Direction) x (S = Seismic Spectral Z-Direction) z Maximum Reactions M = 589.8 k-ftM = 170.9 k-ft xz M = 614.1 k-ft T V = 2.37 KV = 7.91 K xz V = 8.26 Kip T P = 28.9 K Considering =1.5 M = 1.5 x (614.1) = 921.13 k-ft < 1716 k-ft V = 1.5 x (8.26) = 12.4 K < 19 K Y ZX N21 N20 N19 N18 N17 N16 N15 N14 N13 N12 N11 N10 N9 N8 N7 N6 N5 N4 N3 N2 N1 N40 N39 N38 N37 N36 N35 N34 N33 N32 N31 N30 N29 N28 N27 N26 N25 N24 N23 N22 N59 N58 N57 N56 N55 N54 N53 N52 N51 N50 N49 N48 N47 N46 N45 N44 N43 N42 N41 ResultsforLC2,1.2Dead+1.0Sx+0.3Sz PaulJFordandCompanySK-1 JoshuaFrybarger150'Monopole/EdmondsEsperanceSept3,2014at1:29PM PJF37514-1732/BU842...37514-1732.001.7805_SEISMIC.rt3 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance Global DisplaySectionsforMemberCalcs2 MaxInternalSectionsforMemberCalcs100 IncludeShearDeformation?Yes IncludeWarping?Yes TransLoadBtwnIntersectingWoodWall?Yes IncreaseNailingCapacityforWind?Yes AreaLoadMesh(in^2)144 MergeTolerance(in).12 P-DeltaAnalysisTolerance0.50% IncludeP-DeltaforWalls?Yes AutomaticlyIterateStiffnessforWalls?No MaximumIterationNumberforWallStiffnes3s GravityAcceleration(ft/sec^2)32.2 WallMeshSize(in)12 EigensolutionConvergenceTol.(1.E-)4 VerticalAxisY GlobalMemberOrientationPlaneXZ StaticSolverSparseAccelerated DynamicSolverAcceleratedSolver HotRolledSteelCodeAISC13th(360-05):LRFD AdjustStiffness?Yes(Iterative) RISAConnectionCodeAISC13th(360-05):ASD ColdFormedSteelCodeNone WoodCodeNone WoodTemperature<100F ConcreteCodeNone MasonryCodeACI530-08:ASD AluminumCodeAAADM1-05:ASD-Building NumberofShearRegions4 RegionSpacingIncrement(in)4 BiaxialColumnMethodExactIntegration ParmeBetaFactor(PCA).65 ConcreteStressBlockRectangular UseCrackedSections?Yes UseCrackedSectionsSlab?No BadFramingWarnings?No UnusedForceWarnings?Yes Min1BarDiam.Spacing?No ConcreteRebarSetREBAR_SET_ASTMA615 Min%SteelforColumn1 Max%SteelforColumn8 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page1 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance Global,Continued SeismicCodeASCE7-10 SeismicBaseElevation(ft)NotEntered AddBaseWeight?Yes CtZ.02 CtX.02 TZ(sec)NotEntered TX(sec)NotEntered RZ1.5 RX1.5 CtExp.Z.75 CtExp.X.75 SD1.496 SDS.843 S1.494 TL(sec)6 RiskCatIorII SeismicDetailingCodeASCE7-05 OmZ1.5 OmX1.5 RhoZ1 RhoX1 MemberPrimaryData LabelIJointJJointKJointRotate(deg)Section/ShapeTypeDesignListMaterialDesignR... ColumnA572-65_0wt_... 1M1N1N21ANT_LEG_L1NoneTypical ColumnA572-65_0wt_... 2M2N22N2ANT_LEG_L2NoneTypical ColumnA572-65_0wt_... 3M3N41N23ANT_LEG_L3NoneTypical LoadCombinations DescriptionSol...PD...SR...BLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCFactorBLCFactor 1DeadOnlyY1140141100000 1.2Dead+1.0Sx+0.3...SX...SZ... 2YesY11.21.30000 1.2Dead+0.3Sx+1.0...SX...SZ... 3YesY11.2.310000 DynamicsInput NumberofModes23 LoadCombinationNumber1-DeadOnly AccelerationofGravity32.2(ft/sec^2) ConvergenceTolerance0.0001 ModeShape1 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 3.4860.000.689.0010.000-.006 N1 3.7640.000.744.0010.000-.006 N2 3.9530.000.781.0010.000-.006 N3 4.1490.000.82.0010.000-.006 N4 4.3530.000.86.0010.000-.007 N5 4.5630.000.902.0010.000-.007 N6 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page2 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape1,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 4.7790.000.945.0010.000-.007 N7 5.0010.000.989.0010.000-.007 N8 5.2280.0001.033.0010.000-.007 N9 5.4590.0001.079.0010.000-.008 N10 5.6940.0001.125.0020.000-.008 N11 5.9330.0001.173.0020.000-.008 N12 6.1740.0001.22.0020.000-.008 N13 6.4190.0001.269.0020.000-.008 N14 6.6650.0001.317.0020.000-.008 N15 6.9140.0001.367.0020.000-.008 N16 7.1630.0001.416.0020.000-.008 N17 7.4140.0001.465.0020.000-.008 N18 7.6660.0001.515.0020.000-.008 N19 7.9170.0001.565.0020.000-.008 N20 8.1690.0001.615.0020.000-.008 N21 .880.000.17400.000-.003 N22 1.0560.000.20900.000-.003 N23 1.1470.000.22700.000-.003 N24 1.2440.000.24600.000-.003 N25 1.3470.000.26600.000-.004 N26 1.4560.000.28800.000-.004 N27 1.570.000.3100.000-.004 N28 1.6910.000.33400.000-.004 N29 1.8160.000.35900.000-.004 N30 1.9470.000.38500.000-.005 N31 2.0820.000.41200.000-.005 N32 2.2220.000.43900.000-.005 N33 2.3670.000.46800.000-.005 N34 2.5160.000.497.0010.000-.005 N35 2.6690.000.527.0010.000-.005 N36 2.8250.000.558.0010.000-.005 N37 2.9860.000.59.0010.000-.006 N38 3.1490.000.622.0010.000-.006 N39 3.3160.000.656.0010.000-.006 N40 0.0000.0000.0000.0000.0000.000 N41 .0030.000000.0000 N42 .0110.000.00200.0000 N43 .0250.000.00500.0000 N44 .0440.000.00900.0000 N45 .0680.000.01300.0000 N46 .0970.000.01900.000-.001 N47 .1310.000.02600.000-.001 N48 .170.000.03400.000-.001 N49 .2140.000.04200.000-.002 N50 .2620.000.05200.000-.002 N51 .3140.000.06200.000-.002 N52 .3710.000.07300.000-.002 N53 .4320.000.08500.000-.002 N54 .4970.000.09800.000-.002 N55 .5660.000.11200.000-.002 N56 .6390.000.12600.000-.002 N57 .7160.000.14100.000-.003 N58 .7960.000.15700.000-.003 N59 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page3 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape2 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -.6890.0003.486.0060.000.001 N1 -.7440.0003.764.0060.000.001 N2 -.7810.0003.953.0060.000.001 N3 -.820.0004.149.0060.000.001 N4 -.860.0004.353.0070.000.001 N5 -.9020.0004.563.0070.000.001 N6 -.9450.0004.779.0070.000.001 N7 -.9890.0005.001.0070.000.001 N8 -1.0330.0005.228.0070.000.001 N9 -1.0790.0005.459.0080.000.001 N10 -1.1250.0005.694.0080.000.002 N11 -1.1730.0005.933.0080.000.002 N12 -1.220.0006.174.0080.000.002 N13 -1.2690.0006.419.0080.000.002 N14 -1.3170.0006.665.0080.000.002 N15 -1.3670.0006.914.0080.000.002 N16 -1.4160.0007.163.0080.000.002 N17 -1.4650.0007.414.0080.000.002 N18 -1.5150.0007.666.0080.000.002 N19 -1.5650.0007.917.0080.000.002 N20 -1.6150.0008.169.0080.000.002 N21 -.1740.000.88.0030.0000 N22 -.2090.0001.056.0030.0000 N23 -.2270.0001.147.0030.0000 N24 -.2460.0001.244.0030.0000 N25 -.2660.0001.347.0040.0000 N26 -.2880.0001.456.0040.0000 N27 -.310.0001.57.0040.0000 N28 -.3340.0001.691.0040.0000 N29 -.3590.0001.816.0040.0000 N30 -.3850.0001.947.0050.0000 N31 -.4120.0002.082.0050.0000 N32 -.4390.0002.222.0050.0000 N33 -.4680.0002.367.0050.0000 N34 -.4970.0002.516.0050.000.001 N35 -.5270.0002.669.0050.000.001 N36 -.5580.0002.825.0050.000.001 N37 -.590.0002.986.0060.000.001 N38 -.6220.0003.149.0060.000.001 N39 -.6560.0003.316.0060.000.001 N40 0.0000.0000.0000.0000.0000.000 N41 00.000.00300.0000 N42 -.0020.000.01100.0000 N43 -.0050.000.02500.0000 N44 -.0090.000.04400.0000 N45 -.0130.000.06800.0000 N46 -.0190.000.097.0010.0000 N47 -.0260.000.131.0010.0000 N48 -.0340.000.17.0010.0000 N49 -.0420.000.214.0020.0000 N50 -.0520.000.262.0020.0000 N51 -.0620.000.314.0020.0000 N52 -.0730.000.371.0020.0000 N53 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page4 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape2,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -.0850.000.432.0020.0000 N54 -.0980.000.497.0020.0000 N55 -.1120.000.566.0020.0000 N56 -.1260.000.639.0020.0000 N57 -.1410.000.716.0030.0000 N58 -.1570.000.796.0030.0000 N59 ModeShape3 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation .5720.0006.16-.0030.0000 N1 .5570.0006-.0040.0000 N2 .5420.0005.842-.0060.0000 N3 .5210.0005.613-.0080.0000 N4 .4930.0005.315-.0110.0000 N5 .460.0004.951-.0130.000.001 N6 .420.0004.525-.0150.000.001 N7 .3750.0004.04-.0160.000.002 N8 .3250.0003.501-.0180.000.002 N9 .270.0002.912-.020.000.002 N10 .2110.0002.276-.0210.000.002 N11 .1480.0001.599-.0220.000.002 N12 .0820.000.886-.0240.000.002 N13 .0130.000.14-.0240.000.002 N14 -.0590.000-.633-.0250.000.002 N15 -.1330.000-1.428-.0260.000.002 N16 -.2080.000-2.241-.0260.000.002 N17 -.2850.000-3.066-.0270.000.002 N18 -.3620.000-3.9-.0270.000.003 N19 -.440.000-4.738-.0270.000.003 N20 -.5180.000-5.575-.0270.000.003 N21 .330.0003.556.0090.0000 N22 .3810.0004.101.0090.0000 N23 .4050.0004.359.0090.0000 N24 .4280.0004.608.0080.0000 N25 .450.0004.846.0080.0000 N26 .4710.0005.071.0070.0000 N27 .490.0005.283.0070.0000 N28 .5090.0005.477.0060.0000 N29 .5250.0005.655.0060.0000 N30 .540.0005.813.0050.0000 N31 .5530.0005.951.0040.0000 N32 .5630.0006.068.0040.0000 N33 .5720.0006.163.0030.0000 N34 .5790.0006.235.0020.0000 N35 .5830.0006.283.0010.0000 N36 .5860.0006.30800.0000 N37 .5860.0006.30800.0000 N38 .5830.0006.283-.0010.0000 N39 .5790.0006.234-.0020.0000 N40 0.0000.0000.0000.0000.0000.000 N41 .0020.000.01700.0000 N42 .0060.000.062.0020.0000 N43 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page5 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape3,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation .0120.000.134.0030.0000 N44 .0220.000.232.0040.0000 N45 .0330.000.354.0040.0000 N46 .0460.000.497.0050.0000 N47 .0610.000.66.0060.0000 N48 .0780.000.841.0060.0000 N49 .0960.0001.038.0070.0000 N50 .1160.0001.251.0070.0000 N51 .1370.0001.476.0080.0000 N52 .1590.0001.713.0080.0000 N53 .1820.0001.96.0080.0000 N54 .2060.0002.215.0080.0000 N55 .230.0002.476.0090.0000 N56 .2550.0002.742.0090.0000 N57 .280.0003.012.0090.0000 N58 .3050.0003.284.0090.0000 N59 ModeShape4 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 6.160.000-.57200.000.003 N1 60.000-.55700.000.004 N2 5.8420.000-.54200.000.006 N3 5.6130.000-.52100.000.008 N4 5.3150.000-.49300.000.011 N5 4.9510.000-.46.0010.000.013 N6 4.5250.000-.42.0010.000.015 N7 4.040.000-.375.0020.000.016 N8 3.5010.000-.325.0020.000.018 N9 2.9120.000-.27.0020.000.02 N10 2.2760.000-.211.0020.000.021 N11 1.5990.000-.148.0020.000.022 N12 .8860.000-.082.0020.000.024 N13 .140.000-.013.0020.000.024 N14 -.6330.000.059.0020.000.025 N15 -1.4280.000.133.0020.000.026 N16 -2.2410.000.208.0020.000.026 N17 -3.0660.000.285.0020.000.027 N18 -3.90.000.362.0030.000.027 N19 -4.7380.000.44.0030.000.027 N20 -5.5750.000.518.0030.000.027 N21 3.5560.000-.3300.000-.009 N22 4.1010.000-.38100.000-.009 N23 4.3590.000-.40500.000-.009 N24 4.6080.000-.42800.000-.008 N25 4.8460.000-.4500.000-.008 N26 5.0710.000-.47100.000-.007 N27 5.2830.000-.4900.000-.007 N28 5.4770.000-.50900.000-.006 N29 5.6550.000-.52500.000-.006 N30 5.8130.000-.5400.000-.005 N31 5.9510.000-.55300.000-.004 N32 6.0680.000-.56300.000-.004 N33 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page6 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape4,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 6.1630.000-.57200.000-.003 N34 6.2350.000-.57900.000-.002 N35 6.2830.000-.58300.000-.001 N36 6.3080.000-.58600.0000 N37 6.3080.000-.58600.0000 N38 6.2830.000-.58300.000.001 N39 6.2340.000-.57900.000.002 N40 0.0000.0000.0000.0000.0000.000 N41 .0170.000-.00200.0000 N42 .0620.000-.00600.000-.002 N43 .1340.000-.01200.000-.003 N44 .2320.000-.02200.000-.004 N45 .3540.000-.03300.000-.004 N46 .4970.000-.04600.000-.005 N47 .660.000-.06100.000-.006 N48 .8410.000-.07800.000-.006 N49 1.0380.000-.09600.000-.007 N50 1.2510.000-.11600.000-.007 N51 1.4760.000-.13700.000-.008 N52 1.7130.000-.15900.000-.008 N53 1.960.000-.18200.000-.008 N54 2.2150.000-.20600.000-.008 N55 2.4760.000-.2300.000-.009 N56 2.7420.000-.25500.000-.009 N57 3.0120.000-.2800.000-.009 N58 3.2840.000-.30500.000-.009 N59 ModeShape5 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -2.9970.000-3.249-.0190.000.018 N1 -3.8270.000-4.149-.0190.000.017 N2 -4.3210.000-4.684-.0160.000.014 N3 -4.7260.000-5.123-.0120.000.011 N4 -5.0330.000-5.456-.0090.000.008 N5 -5.2350.000-5.675-.0050.000.005 N6 -5.3270.000-5.774-.0010.000.001 N7 -5.3070.000-5.752.0030.000-.002 N8 -5.1730.000-5.608.0070.000-.006 N9 -4.9290.000-5.343.010.000-.01 N10 -4.5770.000-4.961.0140.000-.013 N11 -4.1240.000-4.47.0170.000-.016 N12 -3.5770.000-3.877.0210.000-.019 N13 -2.9440.000-3.192.0230.000-.022 N14 -2.2380.000-2.426.0260.000-.024 N15 -1.4680.000-1.591.0280.000-.026 N16 -.6480.000-.702.0290.000-.027 N17 .210.000.228.030.000-.028 N18 1.0930.0001.185.0310.000-.029 N19 1.9880.0002.155.0310.000-.029 N20 2.8810.0003.123.0310.000-.029 N21 3.6510.0003.958.0040.000-.003 N22 3.8060.0004.125.0020.000-.002 N23 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page7 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape5,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 3.8250.0004.14600.0000 N24 3.7780.0004.095-.0030.000.003 N25 3.6660.0003.974-.0050.000.005 N26 3.4910.0003.784-.0080.000.007 N27 3.2570.0003.53-.010.000.009 N28 2.9660.0003.215-.0120.000.011 N29 2.6230.0002.843-.0130.000.012 N30 2.2320.0002.42-.0150.000.014 N31 1.80.0001.951-.0170.000.015 N32 1.3310.0001.442-.0180.000.016 N33 .8310.000.901-.0190.000.017 N34 .3070.000.332-.020.000.018 N35 -.2360.000-.255-.020.000.019 N36 -.7890.000-.856-.020.000.019 N37 -1.3490.000-1.462-.0210.000.019 N38 -1.9070.000-2.067-.020.000.019 N39 -2.4580.000-2.665-.020.000.019 N40 0.0000.0000.0000.0000.0000.000 N41 .0310.000.034.0020.000-.002 N42 .1110.000.12.0030.000-.003 N43 .2340.000.253.0050.000-.005 N44 .3930.000.426.0060.000-.006 N45 .5840.000.633.0070.000-.007 N46 .80.000.867.0080.000-.007 N47 1.0360.0001.123.0090.000-.008 N48 1.2870.0001.395.0090.000-.008 N49 1.5470.0001.677.0090.000-.009 N50 1.8110.0001.964.0090.000-.009 N51 2.0750.0002.249.0090.000-.008 N52 2.3320.0002.528.0090.000-.008 N53 2.580.0002.797.0090.000-.008 N54 2.8130.0003.05.0080.000-.007 N55 3.0290.0003.283.0070.000-.007 N56 3.2240.0003.494.0060.000-.006 N57 3.3940.0003.679.0060.000-.005 N58 3.5370.0003.834.0050.000-.004 N59 ModeShape6 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 3.2490.000-2.997-.0180.000-.019 N1 4.1490.000-3.827-.0170.000-.019 N2 4.6840.000-4.321-.0140.000-.016 N3 5.1230.000-4.726-.0110.000-.012 N4 5.4560.000-5.033-.0080.000-.009 N5 5.6750.000-5.235-.0050.000-.005 N6 5.7740.000-5.327-.0010.000-.001 N7 5.7520.000-5.307.0020.000.003 N8 5.6080.000-5.173.0060.000.007 N9 5.3430.000-4.929.010.000.01 N10 4.9610.000-4.577.0130.000.014 N11 4.470.000-4.124.0160.000.017 N12 3.8770.000-3.577.0190.000.021 N13 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page8 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape6,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 3.1920.000-2.944.0220.000.023 N14 2.4260.000-2.238.0240.000.026 N15 1.5910.000-1.468.0260.000.028 N16 .7020.000-.648.0270.000.029 N17 -.2280.000.21.0280.000.03 N18 -1.1850.0001.093.0290.000.031 N19 -2.1550.0001.988.0290.000.031 N20 -3.1230.0002.881.0290.000.031 N21 -3.9580.0003.651.0030.000.004 N22 -4.1250.0003.806.0020.000.002 N23 -4.1460.0003.82500.0000 N24 -4.0950.0003.778-.0030.000-.003 N25 -3.9740.0003.666-.0050.000-.005 N26 -3.7840.0003.491-.0070.000-.008 N27 -3.530.0003.257-.0090.000-.01 N28 -3.2150.0002.966-.0110.000-.012 N29 -2.8430.0002.623-.0120.000-.013 N30 -2.420.0002.232-.0140.000-.015 N31 -1.9510.0001.8-.0150.000-.017 N32 -1.4420.0001.331-.0160.000-.018 N33 -.9010.000.831-.0170.000-.019 N34 -.3320.000.307-.0180.000-.02 N35 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RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page9 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape7,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation .4680.000.801.0420.000-.024 N4 1.2510.0002.141.0430.000-.025 N5 2.0280.0003.47.0410.000-.024 N6 2.7540.0004.713.0370.000-.022 N7 3.390.0005.801.0310.000-.018 N8 3.9010.0006.675.0240.000-.014 N9 4.2590.0007.287.0150.000-.009 N10 4.4440.0007.604.0050.000-.003 N11 4.4440.0007.603-.0050.000.003 N12 4.2550.0007.279-.0150.000.009 N13 3.8810.0006.639-.0250.000.015 N14 3.3340.0005.704-.0340.000.02 N15 2.6340.0004.506-.0420.000.025 N16 1.8040.0003.087-.0480.000.028 N17 .8750.0001.497-.0530.000.031 N18 -.1220.000-.209-.0560.000.033 N19 -1.1530.000-1.973-.0570.000.033 N20 -2.1810.000-3.732-.0570.000.033 N21 1.810.0003.096-.0160.000.01 N22 1.1550.0001.976-.020.000.012 N23 .7720.0001.321-.0230.000.014 N24 .3340.000.572-.0260.000.015 N25 -.1410.000-.242-.0280.000.016 N26 -.6350.000-1.087-.0280.000.017 N27 -1.1290.000-1.932-.0280.000.016 N28 -1.6050.000-2.746-.0260.000.015 N29 -2.0450.000-3.5-.0240.000.014 N30 -2.4360.000-4.167-.0210.000.012 N31 -2.7620.000-4.725-.0170.000.01 N32 -3.0120.000-5.154-.0120.000.007 N33 -3.1780.000-5.437-.0070.000.004 N34 -3.2530.000-5.565-.0020.0000 N35 -3.2320.000-5.53.0040.000-.002 N36 -3.1160.000-5.332.0090.000-.006 N37 -2.9060.000-4.973.0150.000-.009 N38 -2.6070.000-4.46.020.000-.012 N39 -2.2240.000-3.804.0240.000-.014 N40 0.0000.0000.0000.0000.0000.000 N41 .0540.000.093.0050.000-.003 N42 .1810.000.31.0080.000-.005 N43 .3670.000.629.0110.000-.007 N44 .5980.0001.023.0130.000-.008 N45 .8580.0001.469.0150.000-.009 N46 1.1360.0001.943.0150.000-.009 N47 1.4160.0002.423.0150.000-.009 N48 1.6880.0002.888.0140.000-.008 N49 1.9390.0003.318.0130.000-.008 N50 2.160.0003.695.0110.000-.006 N51 2.3410.0004.006.0090.000-.005 N52 2.4760.0004.236.0060.000-.003 N53 2.5570.0004.375.0030.000-.002 N54 2.5820.0004.41700.0000 N55 2.5460.0004.357-.0040.000.002 N56 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page10 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape7,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 2.450.0004.192-.0070.000.004 N57 2.2940.0003.924-.010.000.006 N58 2.0790.0003.557-.0140.000.008 N59 ModeShape8 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -3.0220.0001.766-.0170.000-.028 N1 -1.5870.000.927-.0190.000-.032 N2 -.4680.000.274-.0220.000-.038 N3 .8010.000-.468-.0240.000-.042 N4 2.1410.000-1.251-.0250.000-.043 N5 3.470.000-2.028-.0240.000-.041 N6 4.7130.000-2.754-.0220.000-.037 N7 5.8010.000-3.39-.0180.000-.031 N8 6.6750.000-3.901-.0140.000-.024 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-4.460.0002.607-.0120.000-.02 N39 -3.8040.0002.224-.0140.000-.024 N40 0.0000.0000.0000.0000.0000.000 N41 .0930.000-.054-.0030.000-.005 N42 .310.000-.181-.0050.000-.008 N43 .6290.000-.367-.0070.000-.011 N44 1.0230.000-.598-.0080.000-.013 N45 1.4690.000-.858-.0090.000-.015 N46 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page11 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape8,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 1.9430.000-1.136-.0090.000-.015 N47 2.4230.000-1.416-.0090.000-.015 N48 2.8880.000-1.688-.0080.000-.014 N49 3.3180.000-1.939-.0080.000-.013 N50 3.6950.000-2.16-.0060.000-.011 N51 4.0060.000-2.341-.0050.000-.009 N52 4.2360.000-2.476-.0030.000-.006 N53 4.3750.000-2.557-.0020.000-.003 N54 4.4170.000-2.58200.0000 N55 4.3570.000-2.546.0020.000.004 N56 4.1920.000-2.45.0040.000.007 N57 3.9240.000-2.294.0060.000.01 N58 3.5570.000-2.079.0080.000.014 N59 ModeShape9 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 3.3220.000-4.948-.0160.000-.011 N1 3.7020.000-5.513-.0080.000-.005 N2 3.6590.000-5.449.0110.000.007 N3 3.2370.000-4.82.0280.000.019 N4 2.4920.000-3.711.0410.000.028 N5 1.4970.000-2.229.0510.000.034 N6 .3390.000-.504.0570.000.038 N7 -.8880.0001.323.0580.000.039 N8 -2.0890.0003.111.0540.000.036 N9 -3.1710.0004.723.0470.000.031 N10 -4.0540.0006.038.0360.000.024 N11 -4.6720.0006.957.0220.000.015 N12 -4.9770.0007.412.0060.000.004 N13 -4.9450.0007.364-.010.000-.006 N14 -4.5720.0006.808-.0250.000-.017 N15 -3.8780.0005.775-.040.000-.027 N16 -2.9010.0004.321-.0520.000-.035 N17 -1.6980.0002.529-.0610.000-.041 N18 -.3370.000.501-.0670.000-.045 N19 1.110.000-1.653-.0690.000-.046 N20 2.550.000-3.798-.0690.000-.046 N21 -.0980.000.146.0310.000.021 N22 -1.3750.0002.047.030.000.02 N23 -1.9590.0002.918.0270.000.018 N24 -2.4590.0003.661.0220.000.015 N25 -2.8460.0004.239.0160.000.011 N26 -3.1020.0004.62.0090.000.006 N27 -3.2120.0004.784.0020.000.001 N28 -3.170.0004.721-.0060.000-.004 N29 -2.9760.0004.432-.0130.000-.009 N30 -2.640.0003.932-.020.000-.013 N31 -2.1760.0003.241-.0260.000-.017 N32 -1.6060.0002.391-.030.000-.02 N33 -.9550.0001.422-.0340.000-.023 N34 -.2520.000.376-.0350.000-.024 N35 .470.000-.699-.0360.000-.024 N36 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page12 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape9,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 1.180.000-1.757-.0340.000-.023 N37 1.8460.000-2.75-.0310.000-.021 N38 2.4410.000-3.636-.0270.000-.018 N39 2.940.000-4.378-.0220.000-.015 N40 0.0000.0000.0000.0000.0000.000 N41 .1040.000-.155-.0070.000-.005 N42 .3350.000-.5-.0120.000-.008 N43 .660.000-.982-.0160.000-.011 N44 1.0440.000-1.554-.0180.000-.012 N45 1.4550.000-2.167-.0190.000-.013 N46 1.8640.000-2.776-.0180.000-.012 N47 2.2420.000-3.339-.0160.000-.011 N48 2.5650.000-3.82-.0130.000-.009 N49 2.8120.000-4.188-.0090.000-.006 N50 2.9670.000-4.419-.0050.000-.003 N51 3.0180.000-4.49500.0000 N52 2.960.000-4.408.0060.000.004 N53 2.790.000-4.154.0110.000.007 N54 2.5110.000-3.74.0160.000.011 N55 2.1320.000-3.176.020.000.014 N56 1.6660.000-2.481.0240.000.016 N57 1.1260.000-1.677.0270.000.018 N58 .5310.000-.792.0290.000.02 N59 ModeShape10 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 4.9480.0003.322.0110.000-.016 N1 5.5130.0003.702.0050.000-.008 N2 5.4490.0003.659-.0070.000.011 N3 4.820.0003.237-.0190.000.028 N4 3.7110.0002.492-.0280.000.041 N5 2.2290.0001.497-.0340.000.051 N6 .5040.000.339-.0380.000.057 N7 -1.3230.000-.888-.0390.000.058 N8 -3.1110.000-2.089-.0360.000.054 N9 -4.7230.000-3.171-.0310.000.047 N10 -6.0380.000-4.054-.0240.000.036 N11 -6.9570.000-4.672-.0150.000.022 N12 -7.4120.000-4.977-.0040.000.006 N13 -7.3640.000-4.945.0060.000-.01 N14 -6.8080.000-4.572.0170.000-.025 N15 -5.7750.000-3.878.0270.000-.04 N16 -4.3210.000-2.901.0350.000-.052 N17 -2.5290.000-1.698.0410.000-.061 N18 -.5010.000-.337.0450.000-.067 N19 1.6530.0001.11.0460.000-.069 N20 3.7980.0002.55.0460.000-.069 N21 -.1460.000-.098-.0210.000.031 N22 -2.0470.000-1.375-.020.000.03 N23 -2.9180.000-1.959-.0180.000.027 N24 -3.6610.000-2.459-.0150.000.022 N25 -4.2390.000-2.846-.0110.000.016 N26 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page13 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape10,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -4.620.000-3.102-.0060.000.009 N27 -4.7840.000-3.212-.0010.000.002 N28 -4.7210.000-3.17.0040.000-.006 N29 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JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -3.4790.0002.453.0560.000.079 N14 -5.6710.0003.999.0360.000.051 N15 -6.7670.0004.772.0090.000.013 N16 -6.5370.0004.61-.020.000-.028 N17 -4.980.0003.512-.0470.000-.067 N18 -2.3110.0001.63-.0680.000-.096 N19 1.1250.000-.793-.0770.000-.109 N20 4.5370.000-3.199-.0770.000-.11 N21 1.4380.000-1.014.0320.000.045 N22 -1.6710.0001.178.0350.000.049 N23 -3.1520.0002.223.0290.000.041 N24 -4.2550.0003.0190.000.026 N25 -4.8070.0003.389.0050.000.007 N26 -4.7180.0003.327-.0090.000-.013 N27 -3.9940.0002.817-.0230.000-.032 N28 -2.7290.0001.924-.0330.000-.047 N29 -1.0920.000.77-.0390.000-.055 N30 .6970.000-.491-.040.000-.056 N31 2.3960.000-1.689-.0350.000-.05 N32 3.7780.000-2.664-.0260.000-.036 N33 4.660.000-3.286-.0130.000-.018 N34 4.9250.000-3.473.0010.000.002 N35 4.5370.000-3.199.0160.000.022 N36 3.5450.000-2.5.0280.000.04 N37 2.0760.000-1.464.0370.000.052 N38 .3140.000-.222.0410.000.058 N39 -1.5210.0001.072.040.000.057 N40 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JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape18,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 2.9490.0004.182-.0550.000.039 N4 1.320.0001.872-.080.000.057 N5 -.6860.000-.973-.0870.000.062 N6 -2.6290.000-3.728-.0760.000.053 N7 -4.0980.000-5.812-.0480.000.034 N8 -4.7880.000-6.79-.010.000.007 N9 -4.5550.000-6.46.030.000-.021 N10 -3.4420.000-4.881.0640.000-.045 N11 -1.6630.000-2.359.0860.000-.061 N12 .4370.000.619.0910.000-.064 N13 2.4530.0003.479.0790.000-.056 N14 3.9990.0005.671.0510.000-.036 N15 4.7720.0006.767.0130.000-.009 N16 4.610.0006.537-.0280.000.02 N17 3.5120.0004.98-.0670.000.047 N18 1.630.0002.311-.0960.000.068 N19 -.7930.000-1.125-.1090.000.077 N20 -3.1990.000-4.537-.110.000.077 N21 -1.0140.000-1.438.0450.000-.032 N22 1.1780.0001.671.0490.000-.035 N23 2.2230.0003.152.0410.000-.029 N24 30.0004.255.0260.000-.019 N25 3.3890.0004.807.0070.000-.005 N26 3.3270.0004.718-.0130.000.009 N27 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RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page23 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ModeShape18,(continued) JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation -2.9460.000-4.177.0070.000-.005 N57 -2.6120.000-3.705.0220.000-.016 N58 -1.9470.000-2.762.0350.000-.025 N59 ModeShape19 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation .4640.0002.014-.0870.000.02 N1 -.6090.000-2.645-.0960.000.022 N2 -1.2970.000-5.631-.0720.000.017 N3 -1.6960.000-7.363-.0250.000.006 N4 -1.680.000-7.293.0310.000-.007 N5 -1.240.000-5.385.0810.000-.019 N6 -.4850.000-2.107.110.000-.025 N7 .3950.0001.715.1120.000-.026 N8 1.1780.0005.113.0860.000-.02 N9 1.6660.0007.233.0380.000-.009 N10 1.7390.0007.55-.0190.000.004 N11 1.380.0005.992-.0710.000.016 N12 .6810.0002.956-.1060.000.024 N13 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N33 4.70.000-3.606-.0130.000-.017 N34 4.7430.000-3.639.0110.000.014 N35 3.7820.000-2.901.0320.000.042 N36 2.0280.000-1.556.0470.000.061 N37 -.1380.000.106.0510.000.066 N38 -2.2460.0001.723.0440.000.057 N39 -3.8360.0002.943.0270.000.035 N40 0.0000.0000.0000.0000.0000.000 N41 .6710.000-.515-.0150.000-.02 N42 1.7290.000-1.326-.0210.000-.027 N43 2.7830.000-2.135-.0180.000-.023 N44 3.5070.000-2.69-.0090.000-.011 N45 3.6810.000-2.824.0040.000.005 N46 3.2210.000-2.471.0170.000.022 N47 2.1860.000-1.677.0280.000.036 N48 .7580.000-.582.0330.000.044 N49 -.7980.000.613.0330.000.043 N50 -2.1910.0001.681.0260.000.034 N51 -3.1590.0002.424.0150.000.019 N52 -3.5220.0002.70200.0000 N53 -3.2180.0002.469-.0130.000-.017 N54 -2.3120.0001.773-.0250.000-.032 N55 -.9820.000.754-.0310.000-.041 N56 .5090.000-.39-.0320.000-.041 N57 1.8680.000-1.433-.0250.000-.033 N58 2.8210.000-2.164-.0140.000-.018 N59 ModeShape22 JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 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JointLabelXTranslationYTranslationZTranslationXRotationYRotationZRotation 0.000-5.8170.0000.0000.0000.000 N7 0.000-5.3270.0000.0000.0000.000 N8 0.000-4.7660.0000.0000.0000.000 N9 0.000-4.1410.0000.0000.0000.000 N10 0.000-3.4630.0000.0000.0000.000 N11 0.000-2.740.0000.0000.0000.000 N12 0.000-1.9820.0000.0000.0000.000 N13 0.000-1.20.0000.0000.0000.000 N14 0.000-.4040.0000.0000.0000.000 N15 0.000.3970.0000.0000.0000.000 N16 0.0001.1940.0000.0000.0000.000 N17 0.0001.9770.0000.0000.0000.000 N18 0.0002.7380.0000.0000.0000.000 N19 0.0003.3770.0000.0000.0000.000 N20 0.0003.3950.0000.0000.0000.000 N21 0.0004.2580.0000.0000.0000.000 N22 0.0003.8410.0000.0000.0000.000 N23 0.0003.2130.0000.0000.0000.000 N24 0.0002.5430.0000.0000.0000.000 N25 0.0001.8410.0000.0000.0000.000 N26 0.0001.1170.0000.0000.0000.000 N27 0.000.3790.0000.0000.0000.000 N28 0.000-.3640.0000.0000.0000.000 N29 0.000-1.1020.0000.0000.0000.000 N30 0.000-1.8280.0000.0000.0000.000 N31 0.000-2.5320.0000.0000.0000.000 N32 0.000-3.2070.0000.0000.0000.000 N33 0.000-3.8450.0000.0000.0000.000 N34 0.000-4.4410.0000.0000.0000.000 N35 0.000-4.9880.0000.0000.0000.000 N36 0.000-5.480.0000.0000.0000.000 N37 0.000-5.9140.0000.0000.0000.000 N38 0.000-6.2850.0000.0000.0000.000 N39 0.000-6.5910.0000.0000.0000.000 N40 0.0000.0000.0000.0000.0000.000 N41 0.000.5550.0000.0000.0000.000 N42 0.0001.1020.0000.0000.0000.000 N43 0.0001.6340.0000.0000.0000.000 N44 0.0002.1450.0000.0000.0000.000 N45 0.0002.6270.0000.0000.0000.000 N46 0.0003.0750.0000.0000.0000.000 N47 0.0003.4840.0000.0000.0000.000 N48 0.0003.8480.0000.0000.0000.000 N49 0.0004.1630.0000.0000.0000.000 N50 0.0004.4270.0000.0000.0000.000 N51 0.0004.6350.0000.0000.0000.000 N52 0.0004.7880.0000.0000.0000.000 N53 0.0004.8820.0000.0000.0000.000 N54 0.0004.9180.0000.0000.0000.000 N55 0.0004.8970.0000.0000.0000.000 N56 0.0004.8180.0000.0000.0000.000 N57 0.0004.6840.0000.0000.0000.000 N58 0.0004.4960.0000.0000.0000.000 N59 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance ResponseSpectraData XDirectionSpectraASCE2010,ParametricDesignSpectra ModesUsedAll23modes ModeNo.forSigns ModalCombinationMethodCQC DampingRatio5Percent ZDirectionSpectraASCE2010,ParametricDesignSpectra ModesUsedAll23modes ModeNo.forSigns ModalCombinationMethodCQC DampingRatio5Percent Frequencies/Participation ModeNumberFrequencyPeriodPercentModalParticipation (Hz)(Sec)XSpectraYSpectraZSpectra 1.5811.7246.5751.82 2.5811.721.8246.575 32.71.369.19222.231 42.71.36922.231.192 57.297.1374.4495.228 67.297.1375.2284.449 716.046.0621.1933.493 816.046.0623.4931.193 925.376.0391.0372.3 1025.376.0392.31.037 1128.718.03568.744 1238.068.0261.1111.017 1338.068.0261.0171.111 1455.119.0181.195.017 1555.119.018.0171.195 1668.52.01516.865 1770.842.014.839.417 1870.842.014.417.839 1990.635.011.045.856 2090.635.011.856.045 21113.143.009.346.204 22113.143.009.204.346 23119.36.0084.992 Totals:94.56590.60294.565 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page30 Company:PaulJFordandCompanySept3,2014 Designer:JoshuaFrybarger JobNumber:PJF37514-1732/BU842250CheckedBy:_____ ModelName:150'Monopole/EdmondsEsperance SpectraScalingFactor SeismicGenerationInput SeismicCode:ASCE7-10 Ct_Z:.02T_Z(sec):NotEnteredR_Z:1.5 Ct_X:.02T_X(sec):NotEnteredR_X:1.5 CtExp.Z:.75CtExp.X:.75SeismicWeightLC:1DeadOnly RiskCat:IorIITL(sec):6 SD1(g):1SDS(g):1S1(g):.494 0.843 0.496 SeismicGenerationDetailResults T_ZUsed(sec):.857T_ZMethodA:.857T_ZUpperLimit:1.2 T_XUsed(sec):.857T_XMethodA:.857T_XUpperLimit:1.2 ImportanceFac.:1DesignCat.:D V_Z(k):9.301Gov.Eqn.ASCEEqn12.8-3 V_X(k):9.301Gov.Eqn.ASCEEqn12.8-3 TotalSeismic Weight(k):24.111 StaticBaseShearZ(k):9.301UnscaledBaseShearZ(k)6:.087MultiplierZ:.85 StaticBaseShearX(k):9.301UnscaledBaseShearX(k)6:.087MultiplierX:.85 ScalingFactorZ:1.299ScalingFactorX:1.299 MemberSectionForces LCMemberLabelSecAxial\[k\]yShear\[k\]zShear\[k\]Torque\[k-ft\]y-yMo...z-zMo... 12M113.5781.183.354013.55643.855 220.083.025000 100.456 32M217.3122.171.651030.618 114.607 425.2812.301.689035.512 179.111591.818 52M3128.9347.9072.3720 629.6513.6551.096063.907209.45 73M113.578.3551.182043.34614.066 820.025.083000 93M217.312.6522.17099.84231.232 1025.281.6912.2990 113.168 36.951 589.823181.105 113M3128.9342.3727.9070 208.084 1229.6511.0973.654065.274 JointReactions LCJointLabelX\[k\]Y\[k\]Z\[k\]MX\[k-ft\]MY\[k-ft\]MZ\[k-ft\] 12N41-7.90728.934-2.372-179.1110-581.646 22Totals:-7.90728.934-2.372 32COG(ft):X:0Y:71.607Z:0 43N41-2.37228.934-7.907-589.8230-170.934 53Totals:-2.37228.934-7.907 63COG(ft):X:0Y:71.607Z:0 RISA-3DVersion12.0.0\[G:\\...\\...\\...\\...\\...\\SEISMIC\\37514-1732.001.7805_SEISMIC.rt3\]Page31 DesignMapsSummaryReporthttp://ehp3-earthquake.wr.usgs.gov/designmaps/us/summary.php?templa... DesignMapsSummaryReport User–SpecifiedInput ReportTitle BU842250 WedSeptember3,201417:25:14UTC BuildingCodeReferenceDocument 2012InternationalBuildingCode (whichutilizesUSGShazarddataavailablein2008) SiteCoordinates 47.79426°N,122.33647°W SiteSoilClassification SiteClassD–“StiffSoil” RiskCategory I/II/III USGS–ProvidedOutput S=1.265g S=1.265g S=0.843g SMSDS S=0.494g S=0.744g S=0.496g 1M1D1 ForinformationonhowtheSSandS1valuesabovehavebeencalculatedfromprobabilistic(risk-targeted)and deterministicgroundmotionsinthedirectionofmaximumhorizontalresponse,pleasereturntotheapplicationand selectthe“2009NEHRP”buildingcodereferencedocument. AlthoughthisinformationisaproductoftheU.S.GeologicalSurvey,weprovidenowarranty,expressedorimplied,astotheaccuracyof thedatacontainedtherein.Thistoolisnotasubstitutefortechnicalsubject-matterknowledge. 1of19/3/20141:25PM