2024年5月5日发(作者：来言)
Designation:A6/A6M–05a
StandardSpecificationfor
GeneralRequirementsforRolledStructuralSteelBars,
Plates,Shapes,andSheetPiling
1
ThisstandardisissuedunderthefixeddesignationA6/A6M;thenumberimmediatelyfollowingthedesignationindicatestheyearof
originaladoptionor,inthecaseofrevision,rinparenthesesindicatestheyearoflastreapproval.A
superscriptepsilon(e)indicatesaneditorialchangesincethelastrevisionorreapproval.
ThisstandardhasbeenapprovedforusebyagenciesoftheDepartmentofDefense.
*
1.1Thisgeneralrequirementsspecification
2
coversagroup
ofcommonrequirementsthat,unlessotherwisespecifiedinthe
applicableproductspecification,applytorolledstructuralsteel
bars,plates,shapes,andsheetpilingcoveredbyeachofthe
followingproductspecificationsissuedbyASTM:
ASTM
Designation
3
A36/A36M
A131/A131M
A242/A242M
A283/A283M
A328/A328M
A514/A514M
A529/A529M
A572/A572M
A573/A573M
A588/A588M
A633/A633M
A656/A656M
A678/A678M
A690/A690M
A709/A709M
TitleofSpecification
CarbonStructuralSteel
StructuralSteelforShips
High-StrengthLow-AlloyStructuralSteel
LowandIntermediateTensileStrengthCarbonSteelPlates
SteelSheetPiling
High-YieldStrength,QuenchedandTemperedAlloySteel
PlateSuitableforWelding
High-StrengthCarbon-ManganeseSteelofStructuralQual-
ity
High-StrengthLow-AlloyColumbium-VanadiumSteel
StructuralCarbonSteelPlatesofImprovedToughness
High-StrengthLow-AlloyStructuralSteelwith50ksi(345
MPa)MinimumYieldPointto4in.[100mm]Thick
NormalizedHigh-StrengthLow-AlloyStructuralSteelPlates
Hot-RolledStructuralSteel,High-StrengthLow-AlloyPlate
withImprovedFormability
Quenched-and-TemperedCarbonandHigh-StrengthLow-
AlloyStructuralSteelPlates
High-StrengthLow-AlloySteelH-PilesandSheetPilingfor
UseinMarineEnvironments
CarbonandHigh-StrengthLow-AlloyStructuralSteel
Shapes,Plates,andBarsandQuenched-and-Tempered
AlloyStructuralSteelPlatesforBridges
Age-HardeningLow-CarbonNickel-Copper-Chromium-Mo-
lybdenum-ColumbiumAlloyStructuralSteelPlates
CarbonandHigh-StrengthElectricResistanceWeldedSteel
StructuralShapes
RolledSteelFloorPlates
High-StrengthLow-AlloyCarbon,Manganese,Columbium,
VanadiumSteelofStructuralQualitywithImprovedNotch
Toughness
Plates,CarbonSteel,forForgingandSimilarApplications
A829/A829M
A830/A830M
A852/A852M
A857/A857M
A871/A871M
A913/A913M
A945/A945M
A950/A950M
A992/A992M
A1026
A1043/A1043M
Plates,AlloySteel,StructuralQuality
Plates,CarbonSteel,StructuralQuality,Furnishedto
ChemicalCompositionRequirements
QuenchedandTemperedLow-AlloyStructuralSteelPlate
with70ksi[485Mpa]MinimumYieldStrengthto4in.
[100mm]Thick
SteelSheetPiling,ColdFormed,LightGage
High-StrengthLowAlloyStructuralSteelPlatewithAtmo-
sphericCorrosionResistance
SpecificationforHigh-StrengthLow-AlloySteelShapesof
StructuralQuality,ProducedbyQuenchingandSelf-
TemperingProcess(QST)
SpecificationforHigh-StrengthLow-AlloyStructuralSteel
PlatewithLowCarbonandRestrictedSulfurforImproved
Weldability,Formability,andToughness
SpecificationforFusionBondedEpoxy-CoatedStructural
SteelH-PilesandSheetPiling
SpecificationforSteelforStructuralShapesforUsein
BuildingFraming
SpecificationforAlloySteelStructuralShapesforUsein
BuildingFraming
SpecificationforStructuralSteelwithLowYieldtoTensile
RatioforUseinBuildings
1.2AnnexA1listspermittedvariationsindimensionsand
mass(Note1)ueslistedarenotexact
conversionsofthevaluesinTables1to31inclusivebutare,
instead,mancetoAnnex
A1ismandatorywhenthe“M”specificationdesignationis
used.
N
OTE
1—Theterm“weight”isusedwheninch-poundunitsarethe
standard;however,underSI,thepreferredtermis“mass.”
A710/A710M
A769/A769M
A786/A786M
A808/A808M
A827/A827M
ThisspecificationisunderthejurisdictionofASTMCommitteeA01onSteel,
StainlessSteel,andRelatedAlloysandisthedirectresponsibilityofSubcommittee
A01.02onStructuralSteelforBridges,Buildings,RollingStock,andShips.
CurrenteditionapprovedSept.1,ally
eviouseditionapprovedin2004asA6/A6M–05.
2
ForASMEBoilerandPressureVesselCodeapplications,seerelatedSpecifi-
cationSA-6/SA-6MinSectionIIofthatCode.
1
1.3AnnexA2liststhedimensionsofsomeshapeprofiles.
1.4AppendixX1providesinformationoncoilasasource
ofstructuralproducts.
1.5AppendixX2providesinformationonthevariabilityof
tensilepropertiesinplatesandstructuralshapes.
1.6AppendixX3providesinformationonweldability.
1.7
AppendixX4providesinformationoncoldbendingof
plates,includingsuggestedminimuminsideradiiforcold
bending.
1.8Thisgeneralrequirementsspecificationalsocoversa
groupofsupplementaryrequirementsthatareapplicableto
severaloftheaboveproductspecificationsasindicatedtherein.
Suchrequirementsareprovidedforusewhereadditional
*ASummaryofChangessectionappearsattheendofthisstandard.
Copyright©ASTMInternational,100BarrHarborDrive,POBoxC700,WestConshohocken,PA19428-2959,UnitedStates.
Copyright ASTM International
Reproduced by IHS under license with ASTM
No reproduction or networking permitted without license from IHS
1
Copyright by ASTM Int'l (all rights reserved);
Not for Resale
Reproduction authorized per License Agreement with Kathe Hooper (ASTMIHS Account); Mon Sep 19 09:59:27 EDT 2005
--`,,```,,,,````-`-`,,`,,`,`,,`---
A6/A6M–05a
testingoradditionalrestrictionsarerequiredbythepurchaser,
2.2AmericanWeldingSocietyStandards:
andapplyonlywherespecifiedindividuallyinthepurchase
A5.1MildSteelCoveredArc-WeldingElectrodes
4
order.
A5.5Low-AlloySteelCoveredArc-WeldingElectrodes
4
1.9Incaseofanyconflictinrequirements,therequirements
ryStandards:
oftheapplicableproductspecificationprevailoverthoseofthis
MIL-STD-129MarkingforShipmentandStorage
5
generalrequirementsspecification.
MIL-STD-163SteelMillProductsPreparationforShip-
1.10Additionalrequirementsthatarespecifiedinthepur-
mentandStorage
5
chaseorderandacceptedbythesupplierarepermitted,
lStandard:
providedthatsuchrequirementsdonotnegateanyofthe
.123MarkingforShipments(CivilAgencies)
5
requirementsofthisgeneralrequirementsspecificationorthe
2.5AIAGStandard:
applicableproductspecification.
B-1BarCodeSymbologyStandard
6
1.11Forpurposesofdeterminingconformancewiththis
generalrequirementsspecificationandtheapplicableproduct
ology
specification,valuesaretoberoundedtothenearestunitinthe
right-handplaceoffiguresusedinexpressingthelimiting
3.1DefinitionsofTermsSpecifictoThisStandard:
valuesinaccordancewiththeroundingmethodofPractice
3.1.1Plates(otherthanfloorplates)—Flat,hot-rolledsteel,
E29.
orderedtothicknessorweight[mass]andtypicallywidthand
1.12Thevaluesstatedineitherinch-poundunitsorSIunits
length,commonlyclassifiedasfollows:
thetext,the
3.1.1.1WhenOrderedtoThickness:
(1)Over8in.[200mm]inwidthand0.230in.[6mm]or
uesstatedineach
systemarenotexactequivalents;therefore,eachsystemisto
overinthickness.
(2)Over48in.[1200mm]inwidthand0.180in.[4.5mm]
beusedindependentlyoftheother,withoutcombiningvalues
inanyway.
oroverinthickness.
1.13Thisgeneralrequirementsspecificationandtheappli-
3.1.1.2WhenOrderedtoWeight[Mass]:
(1)Over8in.[200mm]inwidthand9.392lb/ft
2
cableproductspecificationareexpressedinbothinch-pound
[47.10
unitsandSIunits;however,unlesstheorderspecifiesthe
kg/m
2
]orheavier.
(2)Over48in.[1200mm]inwidthand7.350lb/ft
2
applicable“M”specificationdesignation(SIunits),thestruc-
2
[35.32
turalproductisfurnishedtoinch-poundunits.
kg/m]orheavier.
1.14Thetextofthisgeneralrequirementsspecification
3.1.1.3Discussion—Steelproductsareavailableinvarious
containsnotesand/orfootnotesthatprovideexplanatoryma-
thickness,width,andlengthcombinationsdependingupon
tesandfootnotes,excludingthoseintablesand
equipmentandprocessingcapabilitiesofvariousmanufactur-
figures,donotcontainanymandatoryrequirements.
iclimitationsofaproductbasedupon
dimensions(thickness,width,andlength)donottakeinto
ncedDocuments
qualifyanyproducttoaparticularproductspecificationre-
2.1ASTMStandards:
3
quiresallappropriateandnecessarytestsbeperformedandthat
A370TestMethodsandDefinitionsforMechanicalTesting
theresultsmeetthelimitsprescribedinthatproductspecifi-
ofSteelProducts
ecessarytestsrequiredbyaproductspecification
A673/A673MSpecificationforSamplingProcedurefor
cannotbeconducted,theproductcannotbequalifiedtothat
ImpactTestingofStructuralSteel
specifineralrequirementstandardcontainsper-
A700PracticesforPackaging,Marking,andLoading
ted
MethodsforSteelProductsforDomesticShipment
variationsforothersizesaresubjecttoagreementbetweenthe
A751TestMethods,Practices,andTerminologyfor
customerandthemanufacturerorprocessor,whicheveris
ChemicalAnalysisofSteelProducts
applicable.
A829SpecificationforPlates,AlloySteel,StructuralQual-
3.1.1.4Slabs,sheetbars,andskelp,thoughfrequently
ity
fallingintheforegoingsizeranges,arenotclassedasplates.
A941TerminologyRelatingtoSteel,StainlessSteel,Re-
3.1.1.5Coilsareexcludedfromqualificationtotheappli-
latedAlloys,andFerroalloys
cableproductspecificationuntiltheyaredecoiled,leveledor
E29PracticeforUsingSignificantDigitsinTestDatato
straightened,formed(ifapplicable),cuttolength,and,if
DetermineConformancewithSpecifications
required,properlytestedbytheprocessorinaccordancewith
E112TestMethodsforDeterminingAverageGrainSize
ASTMspecificationrequirements(seeSections9,10,11,12,
E208TestMethodforConductingDrop-WeightTestto
13,14,15,18,and19andtheapplicableproductspecification).
DetermineNil-DuctilityTransitionTemperatureofFerritic
Steels
4
AvailablefromtheAmericanWeldingSociety,eRd.,Miami,
FL33135.
5
Availablefromtheprocuringactivityorasdirectedbythecontractingofficeor
3
ForreferencedASTMstandards,visittheASTMwebsite,,or
fromtheStandardizationDocumentsOrderDesk,Bldg.4SectionD,700Robbins
contactASTMCustomerServiceatservice@ualBookofASTM
Ave.,Philadelphia,PA19111-5094Attn:NPODS.
Standardsvolumeinformation,refertothestandard’sDocumentSummarypageon
6
AvailablefromtheAutomotiveIndustryActionGroup,26200LahserRoad,
theASTMwebsite.
Suite200,Southfield,MI48034.
Copyright ASTM International
Reproduced by IHS under license with ASTM
Copyright by ASTM Int'l (all rights reserved);
2
No reproduction or networking permitted without license from IHS
Reproduction authorized per License Agreement with Kathe Hooper (ASTMIHS Account); Mon Sep 19 09:59:27 EDT 2005
Not for Resale
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2024年5月5日发(作者：来言)
Designation:A6/A6M–05a
StandardSpecificationfor
GeneralRequirementsforRolledStructuralSteelBars,
Plates,Shapes,andSheetPiling
1
ThisstandardisissuedunderthefixeddesignationA6/A6M;thenumberimmediatelyfollowingthedesignationindicatestheyearof
originaladoptionor,inthecaseofrevision,rinparenthesesindicatestheyearoflastreapproval.A
superscriptepsilon(e)indicatesaneditorialchangesincethelastrevisionorreapproval.
ThisstandardhasbeenapprovedforusebyagenciesoftheDepartmentofDefense.
*
1.1Thisgeneralrequirementsspecification
2
coversagroup
ofcommonrequirementsthat,unlessotherwisespecifiedinthe
applicableproductspecification,applytorolledstructuralsteel
bars,plates,shapes,andsheetpilingcoveredbyeachofthe
followingproductspecificationsissuedbyASTM:
ASTM
Designation
3
A36/A36M
A131/A131M
A242/A242M
A283/A283M
A328/A328M
A514/A514M
A529/A529M
A572/A572M
A573/A573M
A588/A588M
A633/A633M
A656/A656M
A678/A678M
A690/A690M
A709/A709M
TitleofSpecification
CarbonStructuralSteel
StructuralSteelforShips
High-StrengthLow-AlloyStructuralSteel
LowandIntermediateTensileStrengthCarbonSteelPlates
SteelSheetPiling
High-YieldStrength,QuenchedandTemperedAlloySteel
PlateSuitableforWelding
High-StrengthCarbon-ManganeseSteelofStructuralQual-
ity
High-StrengthLow-AlloyColumbium-VanadiumSteel
StructuralCarbonSteelPlatesofImprovedToughness
High-StrengthLow-AlloyStructuralSteelwith50ksi(345
MPa)MinimumYieldPointto4in.[100mm]Thick
NormalizedHigh-StrengthLow-AlloyStructuralSteelPlates
Hot-RolledStructuralSteel,High-StrengthLow-AlloyPlate
withImprovedFormability
Quenched-and-TemperedCarbonandHigh-StrengthLow-
AlloyStructuralSteelPlates
High-StrengthLow-AlloySteelH-PilesandSheetPilingfor
UseinMarineEnvironments
CarbonandHigh-StrengthLow-AlloyStructuralSteel
Shapes,Plates,andBarsandQuenched-and-Tempered
AlloyStructuralSteelPlatesforBridges
Age-HardeningLow-CarbonNickel-Copper-Chromium-Mo-
lybdenum-ColumbiumAlloyStructuralSteelPlates
CarbonandHigh-StrengthElectricResistanceWeldedSteel
StructuralShapes
RolledSteelFloorPlates
High-StrengthLow-AlloyCarbon,Manganese,Columbium,
VanadiumSteelofStructuralQualitywithImprovedNotch
Toughness
Plates,CarbonSteel,forForgingandSimilarApplications
A829/A829M
A830/A830M
A852/A852M
A857/A857M
A871/A871M
A913/A913M
A945/A945M
A950/A950M
A992/A992M
A1026
A1043/A1043M
Plates,AlloySteel,StructuralQuality
Plates,CarbonSteel,StructuralQuality,Furnishedto
ChemicalCompositionRequirements
QuenchedandTemperedLow-AlloyStructuralSteelPlate
with70ksi[485Mpa]MinimumYieldStrengthto4in.
[100mm]Thick
SteelSheetPiling,ColdFormed,LightGage
High-StrengthLowAlloyStructuralSteelPlatewithAtmo-
sphericCorrosionResistance
SpecificationforHigh-StrengthLow-AlloySteelShapesof
StructuralQuality,ProducedbyQuenchingandSelf-
TemperingProcess(QST)
SpecificationforHigh-StrengthLow-AlloyStructuralSteel
PlatewithLowCarbonandRestrictedSulfurforImproved
Weldability,Formability,andToughness
SpecificationforFusionBondedEpoxy-CoatedStructural
SteelH-PilesandSheetPiling
SpecificationforSteelforStructuralShapesforUsein
BuildingFraming
SpecificationforAlloySteelStructuralShapesforUsein
BuildingFraming
SpecificationforStructuralSteelwithLowYieldtoTensile
RatioforUseinBuildings
1.2AnnexA1listspermittedvariationsindimensionsand
mass(Note1)ueslistedarenotexact
conversionsofthevaluesinTables1to31inclusivebutare,
instead,mancetoAnnex
A1ismandatorywhenthe“M”specificationdesignationis
used.
N
OTE
1—Theterm“weight”isusedwheninch-poundunitsarethe
standard;however,underSI,thepreferredtermis“mass.”
A710/A710M
A769/A769M
A786/A786M
A808/A808M
A827/A827M
ThisspecificationisunderthejurisdictionofASTMCommitteeA01onSteel,
StainlessSteel,andRelatedAlloysandisthedirectresponsibilityofSubcommittee
A01.02onStructuralSteelforBridges,Buildings,RollingStock,andShips.
CurrenteditionapprovedSept.1,ally
eviouseditionapprovedin2004asA6/A6M–05.
2
ForASMEBoilerandPressureVesselCodeapplications,seerelatedSpecifi-
cationSA-6/SA-6MinSectionIIofthatCode.
1
1.3AnnexA2liststhedimensionsofsomeshapeprofiles.
1.4AppendixX1providesinformationoncoilasasource
ofstructuralproducts.
1.5AppendixX2providesinformationonthevariabilityof
tensilepropertiesinplatesandstructuralshapes.
1.6AppendixX3providesinformationonweldability.
1.7
AppendixX4providesinformationoncoldbendingof
plates,includingsuggestedminimuminsideradiiforcold
bending.
1.8Thisgeneralrequirementsspecificationalsocoversa
groupofsupplementaryrequirementsthatareapplicableto
severaloftheaboveproductspecificationsasindicatedtherein.
Suchrequirementsareprovidedforusewhereadditional
*ASummaryofChangessectionappearsattheendofthisstandard.
Copyright©ASTMInternational,100BarrHarborDrive,POBoxC700,WestConshohocken,PA19428-2959,UnitedStates.
Copyright ASTM International
Reproduced by IHS under license with ASTM
No reproduction or networking permitted without license from IHS
1
Copyright by ASTM Int'l (all rights reserved);
Not for Resale
Reproduction authorized per License Agreement with Kathe Hooper (ASTMIHS Account); Mon Sep 19 09:59:27 EDT 2005
--`,,```,,,,````-`-`,,`,,`,`,,`---
A6/A6M–05a
testingoradditionalrestrictionsarerequiredbythepurchaser,
2.2AmericanWeldingSocietyStandards:
andapplyonlywherespecifiedindividuallyinthepurchase
A5.1MildSteelCoveredArc-WeldingElectrodes
4
order.
A5.5Low-AlloySteelCoveredArc-WeldingElectrodes
4
1.9Incaseofanyconflictinrequirements,therequirements
ryStandards:
oftheapplicableproductspecificationprevailoverthoseofthis
MIL-STD-129MarkingforShipmentandStorage
5
generalrequirementsspecification.
MIL-STD-163SteelMillProductsPreparationforShip-
1.10Additionalrequirementsthatarespecifiedinthepur-
mentandStorage
5
chaseorderandacceptedbythesupplierarepermitted,
lStandard:
providedthatsuchrequirementsdonotnegateanyofthe
.123MarkingforShipments(CivilAgencies)
5
requirementsofthisgeneralrequirementsspecificationorthe
2.5AIAGStandard:
applicableproductspecification.
B-1BarCodeSymbologyStandard
6
1.11Forpurposesofdeterminingconformancewiththis
generalrequirementsspecificationandtheapplicableproduct
ology
specification,valuesaretoberoundedtothenearestunitinthe
right-handplaceoffiguresusedinexpressingthelimiting
3.1DefinitionsofTermsSpecifictoThisStandard:
valuesinaccordancewiththeroundingmethodofPractice
3.1.1Plates(otherthanfloorplates)—Flat,hot-rolledsteel,
E29.
orderedtothicknessorweight[mass]andtypicallywidthand
1.12Thevaluesstatedineitherinch-poundunitsorSIunits
length,commonlyclassifiedasfollows:
thetext,the
3.1.1.1WhenOrderedtoThickness:
(1)Over8in.[200mm]inwidthand0.230in.[6mm]or
uesstatedineach
systemarenotexactequivalents;therefore,eachsystemisto
overinthickness.
(2)Over48in.[1200mm]inwidthand0.180in.[4.5mm]
beusedindependentlyoftheother,withoutcombiningvalues
inanyway.
oroverinthickness.
1.13Thisgeneralrequirementsspecificationandtheappli-
3.1.1.2WhenOrderedtoWeight[Mass]:
(1)Over8in.[200mm]inwidthand9.392lb/ft
2
cableproductspecificationareexpressedinbothinch-pound
[47.10
unitsandSIunits;however,unlesstheorderspecifiesthe
kg/m
2
]orheavier.
(2)Over48in.[1200mm]inwidthand7.350lb/ft
2
applicable“M”specificationdesignation(SIunits),thestruc-
2
[35.32
turalproductisfurnishedtoinch-poundunits.
kg/m]orheavier.
1.14Thetextofthisgeneralrequirementsspecification
3.1.1.3Discussion—Steelproductsareavailableinvarious
containsnotesand/orfootnotesthatprovideexplanatoryma-
thickness,width,andlengthcombinationsdependingupon
tesandfootnotes,excludingthoseintablesand
equipmentandprocessingcapabilitiesofvariousmanufactur-
figures,donotcontainanymandatoryrequirements.
iclimitationsofaproductbasedupon
dimensions(thickness,width,andlength)donottakeinto
ncedDocuments
qualifyanyproducttoaparticularproductspecificationre-
2.1ASTMStandards:
3
quiresallappropriateandnecessarytestsbeperformedandthat
A370TestMethodsandDefinitionsforMechanicalTesting
theresultsmeetthelimitsprescribedinthatproductspecifi-
ofSteelProducts
ecessarytestsrequiredbyaproductspecification
A673/A673MSpecificationforSamplingProcedurefor
cannotbeconducted,theproductcannotbequalifiedtothat
ImpactTestingofStructuralSteel
specifineralrequirementstandardcontainsper-
A700PracticesforPackaging,Marking,andLoading
ted
MethodsforSteelProductsforDomesticShipment
variationsforothersizesaresubjecttoagreementbetweenthe
A751TestMethods,Practices,andTerminologyfor
customerandthemanufacturerorprocessor,whicheveris
ChemicalAnalysisofSteelProducts
applicable.
A829SpecificationforPlates,AlloySteel,StructuralQual-
3.1.1.4Slabs,sheetbars,andskelp,thoughfrequently
ity
fallingintheforegoingsizeranges,arenotclassedasplates.
A941TerminologyRelatingtoSteel,StainlessSteel,Re-
3.1.1.5Coilsareexcludedfromqualificationtotheappli-
latedAlloys,andFerroalloys
cableproductspecificationuntiltheyaredecoiled,leveledor
E29PracticeforUsingSignificantDigitsinTestDatato
straightened,formed(ifapplicable),cuttolength,and,if
DetermineConformancewithSpecifications
required,properlytestedbytheprocessorinaccordancewith
E112TestMethodsforDeterminingAverageGrainSize
ASTMspecificationrequirements(seeSections9,10,11,12,
E208TestMethodforConductingDrop-WeightTestto
13,14,15,18,and19andtheapplicableproductspecification).
DetermineNil-DuctilityTransitionTemperatureofFerritic
Steels
4
AvailablefromtheAmericanWeldingSociety,eRd.,Miami,
FL33135.
5
Availablefromtheprocuringactivityorasdirectedbythecontractingofficeor
3
ForreferencedASTMstandards,visittheASTMwebsite,,or
fromtheStandardizationDocumentsOrderDesk,Bldg.4SectionD,700Robbins
contactASTMCustomerServiceatservice@ualBookofASTM
Ave.,Philadelphia,PA19111-5094Attn:NPODS.
Standardsvolumeinformation,refertothestandard’sDocumentSummarypageon
6
AvailablefromtheAutomotiveIndustryActionGroup,26200LahserRoad,
theASTMwebsite.
Suite200,Southfield,MI48034.
Copyright ASTM International
Reproduced by IHS under license with ASTM
Copyright by ASTM Int'l (all rights reserved);
2
No reproduction or networking permitted without license from IHS
Reproduction authorized per License Agreement with Kathe Hooper (ASTMIHS Account); Mon Sep 19 09:59:27 EDT 2005
Not for Resale
-
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-
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,
,
`
,
`
,
,
`
,
,
`
-
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,
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