P Delta Presentation

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    Anal zin withPAnal zin withPDeltaDelta

    Presenter:Presenter: DeborahPenko,P.E.DeborahPenko,P.E.

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    Wh ?

    y

    When?

    How?

    PPDelta?Delta?

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    Definition:

    Destabilizin momente ualtotheforceof ravit multi liedb the

    horizontaldisplacementastructureundergoesasaresultofalateral

    displacement.

    P (ForceofGravity) x Delta (HorizontalDisplacement)

    WhatisPWhatisPDeltaEffect?DeltaEffect?

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    Step1:Modeldeflects

    P*=V*LV= P*

    LStep2:Secondaryshearforce(V)calculated

    Step4:Iterateuntilthemodelconverges

    WhatisPWhatisPDeltainRISA?DeltainRISA?

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    Pd Little

    P

    Delta

    :

    curvatureoftheelement

    RISAImplementation:

    AddIntermediateJointstotheelement

    WhatislittlePWhatislittlePDelta?Delta?

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    u yu y

    o o y y o

    SecondOrderAnalysis(P ,P )

    ACI2008&ACI2012

    . .

    ElasticSecondOrderAnalysis(10.10.4)

    MomentMagnification(10.10.5)

    ForeignCodes(CSA,etc.)

    Why?Why?

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    NoPDelta

    2.Design

    Lateral

    System

    e ta

    3.FinalDesign

    PDelta

    When?When?

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    P DeltaDeflection

    LittlePDelta:

    1.166

    1.7951.807 1.809

    De ection:1.226in

    3%Increase

    .

    1 2 3 4 5

    StrongAxisBending %Change

    Deflection

    1stIteration: 1.021in

    AISC14th Edition:

    FinalDeflection:2.342in

    2ndIteration: 1.166in 14.20%

    3rdIteration: 1.186in 53.95%

    4thIteration: 1.189in 0.67%

    5thIteration: 1.19in 0.11%

    96%Increase

    PPDeltaExampleDeltaExample

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    Deflection

    65.432

    99.439

    9.848

    23.22

    .

    1 2 3 4 5

    WeakAxisBending %Change

    Deflection

    1stIteration: 9.848in

    2ndIteration: 23.22in 135.78%3rdIteration: 41.22in 77.52%

    4thIteration: 65.432in 58.74%

    5thIteration: 99.439in 51.97%

    PPDeltaExampleDeltaExample

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    ThePDeltaeffect increasestheflexuralstiffnessofmembersintension

    CompressionOnlyCompressionOnly

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    HowdowegetpastaPDelta

    Divergence?

    1. TurnoffPDelta

    .

    3. Review Deflection

    4. ReviewDesignResults

    How?How?

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    Instabilities

    Inadequatelysizedmembers

    Tension/Compression

    Only

    Members

    StiffnessAdjustment(DirectAnalysismethod)

    ModelErrors

    CommonPCommonPDeltaProblemsDeltaProblems

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    Letsreviewsomeexamples!

    CommonPCommonPDeltaProblemsDeltaProblems

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    Questions?

    Pleaseletusknowifyouhavequestions.

    Wewillanswerasmanyquestionsastimepermitsduringthe

    webinar.

    Oncethe

    webinar

    is

    closed,

    we

    will

    post

    all

    Q&As

    to

    our

    . .

    Forfurtherinformation,contactusat:[email protected]

    Presenter:Presenter: DeborahPenko,P.E.DeborahPenko,P.E.