learning etabs dynamic
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: ETABS :
Concrete Frame Design Manual Steel Frame Design Manual Composite Floor Design Manual Concrete Shear Wall Design Manual Steel Joist Manual
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Etabs : . 8/2 2/3 02/2 . 3,2 CB . . .
New kgf.m No :
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: : GridDimensionsPlan : UniformGridSpacing : NumberLinesinXDirection X : NumberLinesinYDirection Y : SpacingXDirection X : SpacingYDirection Y : Custom Grid Spacing ) SpacingX,YDirection . :3 Site
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:StoryDimensions : SimpleStoryData : NumberofStories : TypicalStoryHeight : BottomStoryHeight : CustomStoryData
5= X 4= Y CustomGridSpacing
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Ok : CustomStoryData
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MasterStory Roof SimilarTo
MasterStory Ok GridOnly
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...EditGridDataEditGrid
AddNewSystem
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EditGrid
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LocateSystemOrigin :
OK ::10 Site
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...EditGridDataEditGrid
AddNewSystem :11 Site
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Cylindrical Cartesian ... EditGrid :
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LocateSystemOrigin :
:
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) ( SimilarStories DrawDrawPointObject
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00.0 :
) ( EditExtrudePointsLine
=Angle 01 =Number =TotalDrop
: RotateAboutPoint
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Similar Stories Select
Roof
:
SimilarStories One
Story .
Roof SimilarStories SimilarStories One
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Story .
C
:
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Roof
SimilarStories
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: Delete Draw .
:
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: 1 DefineMaterialProperties
. 1 CONC ... Modify/ShowMaterial . TypeOfMaterial Isotropic . AnalysisPropertyData : MassPerUnitVolume : WeightPerUnitVolume : ModulusofElasticity : Poisson'sRatio : ThermalExpansion : ShearModulus
Etabs .
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99813 DesignPropertyDataACI : SpecifiedConcCompFC fc 012 082 : BendingReinf.YieldStressFy AI,AII,AIII kg/cm2 4000 = AIII. : Shear Reinf. Yield Stress 3000 = AII 2 Kg/cm
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DefineFrameSection
Frame Section : 07 70x 56 65x 06 60x 5555x 05 50x 54 45x 0440x 5335x 5335x 03 30x:22 Site
0770x 5665x 0660x 5555x 0550x 5445x 0440x 5335x 5335x 0330x
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ClickTo . . : ImportRectan . . : AddRectan . :
Dimensions . Reinforcement . : : DesignType Column Beam . : ConfigurationofReinforcement . : RectangularReinforcement .
Check/Design :
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: ReinforcementtobeChecked . . : ReinforcementtobeDesign Ok . .
Beam .
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Beam . .
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2 DefineWall/Slab/DeckSection 1 Deck
Modify/ShowSection :
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: SectionName . : Type : FilledDeck : Geometry
: : SlabDepth 5 . : DeckDepth 02 . : RibWidth : RibSpacing . : MetalDeckUnitWeight 1 . :27 Site
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: CompositeDeckStuds .
Diaphragms 3 DefineDiaphragms
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Diaphragms 1 D
4 DefineResponsSpectrumFunctions
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5 DefineStaticLoadCaseNames X,Y
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Y Direction YDir .
1 DefineResponseSpectrumCases:31 Site
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AddNewSpectrum :
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: : SpectrumCaseName : StructuralandFunctionDamping : ModalCombination : CQC : SRSS : ABS : DirectionalCombination SRSS:33 Site
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ABS ) ModifiedSRSS(Chinese : InputResponseEspectra : Function 0082 . : ScaleFactor S=(AI/R)g : : R : I : A : g : ExiciationAngle : Eccentricity
X Y ExiciationAngle 09 .
DefineLoadCombinations .
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2 DefineSpecialSeismicLoadEffect
ACI . ok .
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3 DefineMassSource
FromLoads 0082 . 55 6-7-1 2/0 .
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: 1.
Base AssigneJointPoint
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RestraintsSupports .
. OK . 2. : Elevation . :39 Site
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Select : SelectBylineObjectType
OK SelectDeselectByStoryLevel
.
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: AssigneFrame/LineFrameSection PictureMenu
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54*54 OK .
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SelectByAreaObjectType
Floor AssigneShall/AreaWall/Slab/DeckSection
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1 Deck Ok : : AssignSellAreaLocalAccess
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Selectbylineobjecttype AssignFrameSectionFramePropertyModifiers
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7/0 2 3 SelectByObjectType ACI 2 3 1 53/0 .
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SelectByAreaObjectType
) ( AssignShell/AreaDiaphragms
.
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AssignFrame/LineEnd(Length)Offsets
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9 ETABS 0082 : 1. 3. III 4. 5. C
2.
C=ABI/R : A : :
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03/0 . : B B : ).B=1+S(T/T:50 Site
.0=