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steeltubeinstitute.org/hss/hss-information/aisc-360-16 Limit State Table: Connection Available Strength Shear | Single Plate, Through Plate, Single Angle AISC 360-10 and 14th Ed. Manual pp. 10-102 to 10-107 AISC 360-16 and 15th Ed. Manual pp. 10-87 to 10-91 AISC 360-10 and 14th Ed. Manual pp. 10-102 to 10-107 AISC 360-16 and 15th Ed. Manual pp. 10-87 to 10-91 AISC 360-10 and 14th Ed. Manual pp. 10-132 to 10-134 AISC 360-16 and 15th Ed. Manual pp. 10-116 to 10-119 14th Ed. Manual pp. 10-167 15th Ed. Manual pp. 10-153 14th Ed. Manual pp. 10-168 15th Ed. Manual pp. 10-154 14th Ed. Manual pp. 10-169 15th Ed. Manual pp. 10-155 ROW NO. COL NO. A B C D E F 1 Shear With No Eccentricity _ _ _ _ Spec Section J3.6 at supported beam web bolts where eccentricity is less than 3" and one vertical row of bolts is used per Manual pp. 10-133 Spec Section J3.6 at supported beam web bolts where eccentricity is less than 3" and one vertical row of bolts is used per Manual pp. 10-116 2 Shear With Eccentricity Effects 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10-103/104 in combination with pp. 7-6 and Manual Tables 7-6 through 7-13 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10-88/89 in combination with pp. 7-6 and Manual Tables 7-6 through 7-13 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10- 103/104 in combination with pp. 7-6 and Manual Tables 7-6 through 7-13 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10-88/89 in combination with pp. 7-6 and Manual Tables 7-6 through 7-13 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10-133/ 135 in combination with pp 7-6 and Manual Tables 7-6 through 7-13 1) Spec Section J3.6 2) Consider eccentricity per Manual pp. 10-118/120 in combination with pp. 7-6 and Manual Tables 7-6 through 7-13 3 Bolt Bearing and Tearout With No Eccentricity _ _ _ _ 4 Bolt Bearing and Tearout With Eccentricity Effects 5 Shear Yielding 6 Shear Rupture 7 Flexural Yielding Spec J4.5 per Manual pp. 10-104 thru 10-105, and Spec Eq. (F11-1) for extended configuration only Spec J4.5 per Manual pp. 10-89 thru 10-90, and Spec Eq. (F11-1) for extended configuration only Spec J4.5 per Manual pp. 10-104 thru 10-105, and Spec Eq. (F11-1) for extended configuration only Spec J4.5 per Manual pp. 10-89 thru 10-90, and Spec Eq. (F11-1) for extended configuration only Spec J4.5 per Manual pp. 10-104 thru 10- 105, and Spec Eq. (F11-1) at angle legs where eccentricity is considered (See Bolt Section above) Spec J4.5 per Manual pp. 10-89 thru 10-90, and Spec Eq. (F11-1) at angle legs where eccentricity is considered (See Bolt Section above) 8 Flexural Rupture 9 Flexural Buckling 10 Block Shear Rupture 11 Rotational Ductility Spec J1.2 per Manual pp. 10-102 thru 10-105 (conventional or extended configuration) Spec J1.2 per Manual pp. 10-88 thru 10-90 (conventional or extended configuration) Spec J1.2 per Manual pp. 10-102 thru 10-105 (conventional or extended configuration) Spec J1.2 per Manual pp. 10-88 thru 10-90 (conventional or extended configuration) Spec J1.2 per Manual pp. 10-132 OR pp.9-14 Spec J1.2 per Manual pp. 10-116 OR pp.9-17 12 Bearing _ _ _ _ _ _ 13 Lateral-Torsional Buckling Manual Eq. (10-6) Spec F11.2 Consider lateral-torsional buckling per Manual pp. 10-168 Consider lateral-torsional buckling per Manual pp. 10-155 Manual Eq. (10-6) Spec F11.2 14 Direct Shear Spec Section J2.4 and Minimum weld size per Manual pp. 10-102 at HSS support Spec Section J2.4 and Minimum weld size per Manual pp. 10-87 at HSS support for conventional configuration Spec Section J2.4; Refer to Manual pp. 10-168 for weld strength at through plate connections Spec Section J2.4; Refer to Manual pp. 10-155 for weld strength at through-plate connections _ _ 15 Shear With Eccentricity Effects _ _ _ _ Spec Section J2.4, Manual Table 10-12 and Manual pp. 10-134: Use Instantaneous Center of Rotation Method per Table 8-10 for weld to HSS support Spec Section J2.4, Manual Table 10-12 and Manual pp. 10-119: Use Instantaneous Center of Rotation Method per Table 8-10 for weld to HSS support 16 Wall Slenderness Manual pp. 10-167 Manual pp. 10-153 _ _ 17 HSS Shear Rupture at Weld 18 HSS Shear Yielding at Weld _ _ _ _ 19 Shear Yielding (Punching) of the HSS Connecting Face Spec Eq. (K1-3) Subject to limits in Table K1.1A or Table K1.2A Manual Eq. (10-7) _ _ _ _ 20 Yield Line Plasticity _ _ _ _ _ _ 21 Additional HSS Provisions _ _ _ _ Guidelines for weld at HSS column workable flat dimensions per Manual pp. 10-169 Guidelines for weld at HSS column workable flat dimensions per Manual pp. 10-155 22 Bolt Bearing and Tearout With No Eccentricity _ Spec Section J3.10 (Conventional Configuration Only) _ _ 23 Bolt Bearing and Tearout With Eccentricity Effects Spec Section J3.10 in combination with Manual pp. 7-6 and Manual Tables 7-6 through 7-13 _ 24 Web Local Yielding _ _ _ _ _ _ 25 Web Crippling _ _ _ _ _ _ 26 Block Shear Rupture 27 Strength at Cope 28 Shear Yielding 29 Shear Rupture Additional Provisions 30 1) Maximum element thicknesses per Manual Table 10-9 for conventional configuration and Manual Eq. (10-3) for extended configuration 2) Dimensional Limitations per Manual pp. 10-102/103 for conventional configuration and pp. 10-104 for extended configuration 3) Manual pp. 10-104 for additional design checks for extended configuration 1) Maximum element thicknesses per Manual Table 10-9 for conventional configuration and Manual Eq. (10-3) for extended configuration 2) Dimensional Limitations per Manual pp. 10-88 for conventional configuration and pp. 10-89 for extended configuration 3) Manual pp. 10-89 for additional design checks for extended configuration 4) When required by the applicable building code, design for structural integrity per Spec Section B3.9 (b) and (c) _ 1) When required by the applicable building code, design for structural integrity per Spec Section B3.9 (b) and (c) _ 1) When required by the applicable building code, design for structural integrity per Spec Section B3.9 (b) and (c) Manual Eq. (9-2), and DG24 First Edition Eq. (2-4) Manual Eq. (9-2), and DG24 First Edition Eq. (2-4) Where eccentricity is not considered (See Bolt Section Above): Spec Section J3.10 Manual Eq. (9-2), and DG24 First Edition Eq. (2-4) Spec Eq. (J4-5) Spec Eq. (J4-5) Spec Section J3.10 in combination with Manual pp. 7-6 and Manual Tables 7-6 through 7-13 Spec Section J3.10 in combination with Manual pp.7-6 and Manual Tables 7-6 through 7-13 Beam Web Welds Coped Beam: Spec Section J4.3 Uncoped Beam: Not required 14th Manual pp. 9-6 to 9-9 15th Manual pp. 9-6 to 9-10 Coped Beam: Spec Section J4.2 Eq J4-3 Uncoped Beam: Not required Coped Beam: Spec Section J4.2 Eq J4-4 Uncoped Beam: Not required HSS Column DG24 First Edition Eq. (2-3) Spec Eq. (J4-3) Manual pp. 9-6 thru 9-9 for extended configuration Thru Plate Single Angle Spec Eq. (J4-3) Bolts Spec Eq. (J4-4) Spec Eq. (J4-5) Spec Eq. (J4-4) Where eccentricity is not considered (See Bolt section above): Spec Section J3.10 Manual pp. 9-6 thru 9-9 for extended configuration Spec J4.5 per Chap F and Manual pp. 9-6 at angle legs where eccentricity is considered (See Bolt Section above) Spec Eq. (J4-3) Spec Eq. (J4-4) Spec Section J3.10 in combination with Manual pp. 7-6 and Manual Tables 7-6 through 7-13 Connection Material Connection Material LIMIT STATE TABLE: CONNECTION AVAILABLE STRENGTH SHEAR LOAD PARALLEL TO HSS LONGITUDINAL AXIS WF Beam Connections to Round, Rectangular, and Square HSS Single Plate (Conventional and Extended Configurations) Element Limit State AISC Specification and Manual References AISC Manual Considerations Specific to HSS Elements Manual pp. 9-6 thru 9-9 for extended configuration Spec Section J3.10 in combination with Manual pp. 7-6 and Manual Tables 7-6 through 7-13 Spec Section J3.10 in combination with Manual pp. 7-6 and Manual Tables 7-6 through 7-13 Manual Eq. (9-4) for extended configuration Manual Eq. (9-4) for extended configuration _ _ See the Limit State Table Notes PDF available for download.

Limit State Table: Connection Available Strength

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Page 1: Limit State Table: Connection Available Strength

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

Limit State Table: Connection Available StrengthShear | Single Plate, Through Plate, Single Angle

SHEARLIMITSTATETABLE3.19.2019

Page1of1

AISC360-10and14thEd.Manualpp.10-102to10-107

AISC360-16and15thEd.Manualpp.10-87to10-91

AISC360-10and14thEd.Manualpp.10-102to10-107

AISC360-16and15thEd.Manualpp.10-87to10-91

AISC360-10and14thEd.Manualpp.10-132to10-134

AISC360-16and15thEd.Manualpp.10-116to10-119

14thEd.Manualpp.10-167

15thEd.Manualpp.10-153

14thEd.Manualpp.10-168

15thEd.Manualpp.10-154

14thEd.Manualpp.10-169

15thEd.Manualpp.10-155

ROWNO.COLNO. A B C D E F

1 ShearWithNoEccentricity _ _ _ _

SpecSectionJ3.6atsupportedbeamwebboltswhereeccentricityislessthan3"and

oneverticalrowofboltsisusedperManualpp.10-133

SpecSectionJ3.6atsupportedbeamwebboltswhereeccentricityislessthan3"and

oneverticalrowofboltsisusedperManualpp.10-116

2 ShearWithEccentricityEffects

1) SpecSectionJ3.6

2)ConsidereccentricityperManualpp.10-103/104incombinationwithpp.7-6

andManual Tables 7-6 through 7-13

1) SpecSectionJ3.6

2) ConsidereccentricityperManualpp.10-88/89incombinationwithpp.7-6andManualTables

7-6through7-13

1) SpecSectionJ3.6

2) ConsidereccentricityperManualpp.10-103/104incombinationwithpp.7-6andManual

Tables7-6through7-13

1) SpecSectionJ3.6

2) ConsidereccentricityperManualpp.10-88/89incombinationwithpp. 7-6andManualTables

7-6through7-13

1) SpecSectionJ3.6

2)ConsidereccentricityperManualpp.10-133/135incombinationwithpp 7-6

andManual Tables 7-6 through 7-13

1) SpecSectionJ3.6

2)ConsidereccentricityperManualpp.10-118/120incombinationwithpp.7-6

andManual Tables 7-6 through 7-13

3 BoltBearingandTearoutWithNoEccentricity _ _ _ _

4 BoltBearingandTearoutWithEccentricityEffects

5 ShearYielding

6 ShearRupture

7 FlexuralYieldingSpecJ4.5perManualpp.10-104thru

10-105,andSpecEq.(F11-1)forextendedconfigurationonly

SpecJ4.5perManualpp.10-89thru10-90,andSpecEq.(F11-1)forextendedconfigurationonly

SpecJ4.5perManualpp.10-104thru10-105,andSpecEq.(F11-1)forextendedconfigurationonly

SpecJ4.5perManualpp.10-89thru10-90,andSpecEq.(F11-1)forextendedconfigurationonly

SpecJ4.5perManualpp.10-104thru10-105,andSpecEq.(F11-1)atanglelegswhere

eccentricityisconsidered(SeeBoltSectionabove)

SpecJ4.5perManualpp.10-89thru10-90,andSpecEq.(F11-1)atanglelegswhere

eccentricityisconsidered(SeeBoltSectionabove)

8 FlexuralRupture

9 FlexuralBuckling

10 BlockShearRupture

11 RotationalDuctilitySpecJ1.2perManualpp.

10-102thru10-105(conventionalorextendedconfiguration)

SpecJ1.2perManualpp.10-88thru10-90(conventionalorextendedconfiguration)

SpecJ1.2perManualpp.10-102thru10-105(conventionalorextended

configuration)

SpecJ1.2perManualpp.10-88thru10-90(conventionalorextendedconfiguration) SpecJ1.2perManualpp.10-132ORpp.9-14 SpecJ1.2perManualpp.10-116ORpp.9-17

12 Bearing _ _ _ _ _ _

13 Lateral-TorsionalBuckling ManualEq.(10-6) SpecF11.2 Considerlateral-torsionalbucklingperManualpp.10-168

Considerlateral-torsionalbucklingperManualpp.10-155 ManualEq.(10-6) SpecF11.2

14 DirectShear SpecSectionJ2.4andMinimumweldsizeperManualpp.10-102atHSSsupport

SpecSectionJ2.4andMinimumweldsizeperManualpp.10-87atHSSsupportforconventional

configuration

SpecSectionJ2.4;RefertoManualpp.10-168forweldstrengthatthroughplateconnections

SpecSectionJ2.4;RefertoManualpp.10-155forweldstrengthatthrough-plateconnections _ _

15 ShearWithEccentricityEffects _ _ _ _

SpecSectionJ2.4,ManualTable10-12andManualpp.10-134:UseInstantaneous

CenterofRotationMethodperTable8-10forweldtoHSSsupport

SpecSectionJ2.4,ManualTable10-12andManualpp.10-119:UseInstantaneousCenterofRotationMethodperTable8-10forweldto

HSSsupport

16 WallSlenderness Manualpp.10-167 Manualpp.10-153 _ _

17 HSSShearRuptureatWeld

18 HSSShearYieldingatWeld _ _ _ _

19ShearYielding(Punching)oftheHSSConnectingFace

SpecEq.(K1-3)

SubjecttolimitsinTableK1.1AorTableK1.2A

ManualEq.(10-7) _ _ _ _

20 YieldLinePlasticity _ _ _ _ _ _

21 AdditionalHSSProvisions _ _ _ _ GuidelinesforweldatHSScolumnworkableflatdimensionsperManualpp.10-169

GuidelinesforweldatHSScolumnworkableflatdimensionsperManualpp.10-155

22 BoltBearingandTearoutWithNoEccentricity _ SpecSectionJ3.10(ConventionalConfiguration

Only) _ _

23 BoltBearingandTearoutWithEccentricityEffects

SpecSectionJ3.10incombinationwithManualpp.7-6andManualTables7-6

through7-13_

24 WebLocalYielding _ _ _ _ _ _

25 WebCrippling _ _ _ _ _ _

26 BlockShearRupture

27 StrengthatCope

28 ShearYielding

29 ShearRupture

AdditionalProvisions 30

1)MaximumelementthicknessesperManualTable10-9forconventional

configurationandManualEq.(10-3)forextendedconfiguration

2) DimensionalLimitationsperManualpp.10-102/103forconventionalconfigurationandpp.10-104forextendedconfiguration

3) Manualpp.10-104foradditionaldesignchecksforextendedconfiguration

1)MaximumelementthicknessesperManualTable10-9forconventionalconfigurationandManualEq.(10-3)forextendedconfiguration

2)DimensionalLimitationsperManualpp.10-88forconventionalconfigurationandpp.10-89for

extendedconfiguration

3) Manualpp.10-89foradditionaldesignchecksforextendedconfiguration

4)Whenrequiredbytheapplicablebuildingcode,designforstructuralintegrityperSpecSection

B3.9 (b)and(c)

_1)Whenrequiredbytheapplicablebuildingcode,designforstructuralintegrityperSpec

SectionB3.9(b)and(c)_

1)Whenrequiredbytheapplicablebuildingcode,designforstructuralintegrityperSpec

SectionB3.9(b)and(c)

ManualEq.(9-2),andDG24FirstEditionEq.(2-4)

ManualEq.(9-2),andDG24FirstEditionEq.(2-4)

Whereeccentricityisnotconsidered(SeeBoltSectionAbove):SpecSectionJ3.10

ManualEq.(9-2),andDG24FirstEditionEq.(2-4)

SpecEq.(J4-5) SpecEq.(J4-5)

SpecSectionJ3.10incombinationwithManualpp.7-6andManualTables7-6through7-13 SpecSectionJ3.10incombinationwithManualpp.7-6andManual Tables7-6through7-13

BeamWeb

Welds

CopedBeam:SpecSectionJ4.3UncopedBeam:Notrequired

14thManualpp.9-6to9-915thManualpp.9-6to9-10

CopedBeam:SpecSectionJ4.2EqJ4-3UncopedBeam:Notrequired

CopedBeam:SpecSectionJ4.2EqJ4-4UncopedBeam:Notrequired

HSSColumn

DG24FirstEditionEq.(2-3)

SpecEq.(J4-3)

Manualpp.9-6thru9-9forextendedconfiguration

ThruPlate SingleAngle

SpecEq.(J4-3)

Bolts

SpecEq.(J4-4)

SpecEq.(J4-5)

SpecEq.(J4-4)

Whereeccentricityisnotconsidered(SeeBoltsectionabove):SpecSectionJ3.10

Manualpp.9-6thru9-9forextendedconfiguration

SpecJ4.5perChapFandManualpp.9-6atanglelegswhereeccentricityisconsidered(SeeBoltSectionabove)

SpecEq.(J4-3)

SpecEq.(J4-4)

SpecSectionJ3.10incombinationwithManualpp.7-6andManualTables7-6through7-13

ConnectionMaterial

ConnectionMaterial

LIMITSTATETABLE:CONNECTIONAVAILABLESTRENGTH

SHEARLOADPARALLELTOHSSLONGITUDINALAXIS

WFBeamConnectionstoRound,Rectangular,andSquareHSS

SinglePlate(ConventionalandExtendedConfigurations)

Element

LimitState

AISCSpecificationandManualReferences

AISCManualConsiderationsSpecifictoHSSElements

Manualpp.9-6thru9-9forextendedconfiguration

SpecSectionJ3.10incombinationwithManualpp.7-6andManualTables7-6through7-13 SpecSectionJ3.10incombinationwithManualpp.7-6andManualTables7-6through7-13

ManualEq.(9-4)forextendedconfiguration ManualEq.(9-4)forextendedconfiguration

__

See the Limit State Table Notes PDF available for download.

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