Truss_FloorOpenWeb_FL07_USACE

Category: Structural Framing
Family NameCategoryType Name10010413517117530405060708085AAssembly CodeAssembly DescriptionbField21bcwBeam Start DepthBeam TransistionBeam Transistion Depthbfbf_abf_bbf_tBottom Bar RadiusBottom Cord HeightCentroid HorizontalCentroid VerticalChord DepthChord ThicknessChord WidthCode NameConcrete Beam DepthConcrete Beam WidthCord LegdField42d_ad_bDefault ElevationDepthDepth Column BaseDepth Column TopDescriptionDistrict SourceElastic Modulus strong axisElastic Modulus weak axisEnd PanelFlange ThicknessGirder Typehh1h2hbchHeightHeight above Spring PointHeight Spring PointHtIDIxIykk_ak_bk2k2_ak2_bkrLaminationsLegsLengthMoment of Inertia strong axisMoment of Inertia weak axisNominal dNominal WeightODOmniClass NumberOmniClass TitleOverhangPerimeterPitchPlastic Modulus strong axisPlastic Modulus weak axisPrincipal Axes AnglerReinforcing A Bar QuantityReinforcing A Bar SizeReinforcing B Bar QuantityReinforcing B Bar SizeReinforcing C Bar QuantityReinforcing C Bar SizeReinforcing D Bar QuantityReinforcing D Bar SizeReinforcing E Bar QuantityReinforcing E Bar SizeReinforcing Longitudinal Quantity PLFReinforcing Stirrup Quantity EACHReinforcing Stirrup SizeReinforcing Stirrup SpacingReinforcing Stirrup TypeReturnSeatSeat DepthSeat LengthSection AreaSection Name KeySection ShapeShapeSlab DepthSlopeSpaceSpanStem WidthStirrup DepthStirrup WidthStructural MaterialSxSytt1Tee Widthtftf_atf_bTop Bar RadiusTop Cord HeightTop Cord WidthTorsional Moment of Inertiatwtw_atw_bType of FamilyUSACE Master Template FileVertical Member VisibilityWWarping ConstantWeb FilletWeb HeightWeb ThicknessWidthWidth FlangWidth WebWtwwxXcgy
Truss_FloorOpenWeb_FL07_USACEStructural FramingFL020' - 1 1/2"0' - 1 1/2"2' - 2"Louisville DistrictNot DefinedLoadable FamilyUSACE_Structural Framing.rvt
Truss_FloorOpenWeb_FL07_USACEStructural FramingFL070' - 1 1/2"0' - 1 1/2"2' - 2"Louisville DistrictNot DefinedLoadable FamilyUSACE_Structural Framing.rvt