[BridgeModel 1]
[File Format (C) Copyright 1997-2010 Bentley Systems Inc.]
[ConnectProjectID] {00000000-0000-0000-0000-000000000000}
[ConnectProjName] 
[BridgeID] 1000011_20170112CY01_FLOORBEAM_COMPARISON
[DataSource] BridgeModeler
[FileName] 
[StateBridgeID] 1000011
[AnalystName] MAF
[MasterUnits] (ft.)
[SubUnits] (in.)
[VAnalystName] MAF
[Date] 01/23/17
[Inventory] 1
[InvVName] HL93
[Operating] 1
[OpVName] HL93
[OpASR] 
[Posting] 1
[PstVName1] 3
[PstVName2] 3S2
[PstVName3] 3-3
[PstASR] 
[Special] 0
[SpcVName] 
[SpcASR] 
[BatchControl] *LR*
[StructureType] Truss
[YearConst] 2016
[StructureLength] 60.5
[BNumSpans] 1
[StructureXSec] 1017
[RoadWidth] 32
[CurbDistA] 36
[MarkedRoute] 
[KeyRoute] 
[County] Hunterdon
[DistrictNumber] 
[Route] 
[Section] 
[Location] 
[LocationType] 
[NbiID] 1000011
[FacilityCarried] Kingwood Road (CR 519)
[FeatureIntersected] Lockatong Creek
[StructureStatus] 
[StructureFlag] 
[FullSectionEffectiveStiffForEntireBeam] 0
[Comments] Per MBE; analyis based on 2 - 12' lanes. Edge distance set to 36" to restrict loading on floorbeams to 2 lanes.
[InvRateExe] A
[OprRatExe] A
[PostRatExe] A
[PhiS] 1.00
[ADTT] 30
[PermitType] None
[SPermitType] 
[CrossSection]
{
[Symmetrical] N
}
[MemberID] B01
/
[ConstMaterial] SS
[ShearRating] 
[MatStrength1] 50000
[MatStrength2] 
[MatStrength3] 
[MatStrength4] 
[MatStrength5] 
[MatStrength6] 
[MatStrength7] 
[MatStrength8] 
[MatStrength9] 
[MatStrength10] 
[MatStrength11] 
[MatStrength12] 
[MatStrengthV] 
[LiveLoadFact] 12.1
[LiveLoadFact2] 
[TrussLLDFForLRFD] 
[CLRoadwayToCLFloorbeam] 0.0
[MemberType] Flexural
[MemberFunction] Floor Beam-Interior
[MemberDescription] 01-IB001
[GirderType] 
[FasciaEdgeDist] 0.0
[InvIFMax] 30
[InvIFMin] 10
[OpIFMax] 30
[OpIFMin] 10
[PstIFMax] 30
[PstIFMin] 10
[SpcIFMax] 30
[SpcIFMin] 10
[IFAASHTOMultiplier] 1
[IFOvr_LRFR] 33
[IFFatigue_LRFR] 15
[SectionChangeGenerateCheckPoints] 0
[PhiC_Mem] 1.0
[PhiS_Mem] 0.85
[MNumSpans] 1
[Fixity] Both
[LeftOverhang] 
[RightOverhang] 
[ShearAnalysis] Yes
[StiffnerCode] Not
[MomentRedist] No
[NeverCompact] No
[RatngMeth_Mem] 
[LLDFType] 
[GridThk] 
[BeamType] 
[DeckType] 
[DesignLanes] 
[BeamSpacing] 
[NoBeams] 
[OutToOutWidth] 
[GeneralSlabThickness] 
[Travelway] 
[LLDFXSecSkewAngle] 
[Spans]
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[SpanLength]    43.5000
}
[DLElems]
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[Symmetry] 
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[Designation] W21X166
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[MinStiffSpace] 43.5
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[LeftRefPoint] Center
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[RightRefPoint] Center
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[LeftRefPoint] Right
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\
[MemberID] B02
/
[ConstMaterial] SS
[ShearRating] 
[MatStrength1] 50000
[MatStrength2] 
[MatStrength3] 
[MatStrength4] 
[MatStrength5] 
[MatStrength6] 
[MatStrength7] 
[MatStrength8] 
[MatStrength9] 
[MatStrength10] 
[MatStrength11] 
[MatStrength12] 
[MatStrengthV] 
[LiveLoadFact] 12.1
[LiveLoadFact2] 
[TrussLLDFForLRFD] 
[CLRoadwayToCLFloorbeam] 0.0
[MemberType] Flexural
[MemberFunction] Floor Beam-Interior
[MemberDescription] 01-IB002
[GirderType] 
[FasciaEdgeDist] 0.0
[InvIFMax] 30
[InvIFMin] 10
[OpIFMax] 30
[OpIFMin] 10
[PstIFMax] 30
[PstIFMin] 10
[SpcIFMax] 30
[SpcIFMin] 10
[IFAASHTOMultiplier] 1
[IFOvr_LRFR] 33
[IFFatigue_LRFR] 15
[SectionChangeGenerateCheckPoints] 0
[PhiC_Mem] 1.0
[PhiS_Mem] 1.0
[MNumSpans] 1
[Fixity] None
[LeftOverhang] 
[RightOverhang] 
[ShearAnalysis] Yes
[StiffnerCode] Not
[MomentRedist] No
[NeverCompact] No
[RatngMeth_Mem] 
[LLDFType] 
[GridThk] 
[BeamType] 
[DeckType] 
[DesignLanes] 
[BeamSpacing] 
[NoBeams] 
[OutToOutWidth] 
[GeneralSlabThickness] 
[Travelway] 
[LLDFXSecSkewAngle] 
[Spans]
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[SpanLength]    43.5000
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[DLElems]
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[Symmetry] 
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[LeftRefPoint] Left
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