MainFrame_PEMB_Gable_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
MainFrame_PEMB_Gable_USACEStructural Framing87' Wide with 2-12 Slope4' - 4 9/32"25' - 0 31/32"1' - 10 1/2"1' - 7 3/4"5' - 0"PRE-ENGINEERED METAL MAIN FRAMELouisville District3' - 7"17' - 8"87' - 0"23.25.30.21.14Trussed Beams and JoistsNot Defined9.46°<By Category>Loadable FamilyUSACE_Structural Framing.rvt0' - 10"0' - 0 5/16"