limit state table: connection available strength · aisc specification and manual references...

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  • steeltubeinstitute.org/hss/hss-information/aisc-360-16AXIALLIMITSTATETABLE

    3.19.2019

    Page1OF1

    AISC360-10and14thEd.Manual AISC360-16and15thEd.Manual AISC360-10and14thEd.Manual AISC360-16and15thEd.Manual AISC360-10and14thEd.Manual AISC360-16and15thEd.Manual

    ROWNO.COLNO.

    A B C D E F

    1 Out-of-PlanePlateBending

    TableK1.1toplinerightside(noequationnumber)

    SubjecttolimitsinTableK1.1A

    SpecEq.(K2-1b)inTableK2.1

    SubjecttolimitsinTableK2.1A

    _ _ _ _

    2 In-PlanePlateBending _ _

    TableK1.1secondlinerightside(noequationnumber)

    SubjecttolimitsinTableK1.1A

    SpecEq.(K2-2b)inTableK2.1

    SubjecttothelimitsinTableK2.1A

    _ _

    3 LocalTensionYieldingofStemPlate

    4LocalCompressionYieldingandBucklingofStemPlate

    5 ConnectionEndDistance SeeNote3 SpecTableK2.1A SeeNote3 SpecTableK2.1A _ _

    6 HSSLocalYielding

    SpecEq.(K1-1)inTableK1.1

    SubjecttolimitsofK1.1A

    SpecEq.(K2-1A)inTableK2.1

    SubjecttothelimitsofK2.1A

    _ _

    SpecEq.(K1-4)inTableK1.1

    SubjecttothelimitsofK1.1A

    If(5tb+b)<DSpecEq.(J10-2):

    k=tp(CommentaryforSectionK2.3pp.16.1-467thru468and

    FigureC-K2.2)

    Fy=FyofHSS

    lb=b(transverseplatethk)

    tw=tdes

    Rnshallbedoubledfor2HSSsidewalls

    If(5tp+b)>D:SpecEq.(J4-1):FyandAgofHSS

    7 LocalYieldingofHSSSidewalls _ _ _ _ SeeHSSLocalYieldinglimitstateaboveSeeHSSLocalYieldinglimitstate

    above

    8 PlastificationoftheHSSChordConnectingFace _ _

    SpecEq.(K1-2)inTableK1.1

    SubjecttothelimitsofK1.1A

    SpecEq.(K2-2A)inTableK2.1

    SubjecttothelimitsofK2.1A

    _ _

    9 ShearYielding(Punching)oftheHSSChordConnectingFace _ _ _ _ _ _

    10 LocalCrippling/BucklingofHSSSidewalls _ _ _ _

    AdditionalProvisions

    _ _ _ _ _ _

    HSSColumn

    HSSColumn

    HSSColumn

    AXIALLOADPERPENDICULARTOHSSLONGITUDINALAXIS

    LIMITSTATETABLE:CONNECTION AVAILABLE STRENGTH

    SpecEq.(J4-1) SpecEq.(J4-1) SpecEq.(J4-1)

    SpecEq.(J4-6)

    LocalcripplingofHSSsidewallsislikelynottogovernoverHSSlocalyieldingforpracticalconnectionsperDG24

    Section7.4

    Plate

    LimitState

    Element

    SpecEq.(J4-6)

    AISCSpecificationandManualReferences

    TransversePlateT- andCross-Connections LongitudinalPlateT-,Y-,andCross-Connections CapPlateConnections

    Plate-to-RoundHSSConnections

    SpecEq.(J4-6)

    Limit State Table: Connection Available StrengthAxial | Plate-to-Round HSS Connections

    See the Limit State Table Notes PDF available for download.

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