wyche consulting
Review of the Proposed Revisions to AS3600, Concrete Structures
Talk presented by Joe Wyche, Director, Wyche Consulting
Institution of Engineers Australia, Perth WA
20 June 2006
20 June 2006Proposed Revisions to AS3600, Concrete Structures
THE BD002 COMMITTEE which produces the DRAFT AS3600
Membership by Invitation of approximately 20, includes
Chairman (Consulting Engineer), Secretary (Standards Association)8 Academics8 Industry Representatives - ACEA, C&CAA, CIA, SRIA, Premix IndustryOthers Austroads, ABCB
Regular attendees at meetings about 16, includes typically- Chairman, Secretary- all 8 academics- one each from ACEA, C&CAA, CIA, SRIA, Premix Industry
NOTE ALSO THAT THE STANDARDS ASSOCIATION IS INDEPENDENT OF STANDARDS AUSTRALIA, AND IS NOWA TRUST FINANCED BY THE SALE TO STANDARDS AUSTRALIA OF THEIR PREVIOUS COMMERCIAL ACTIVITIES
The pdf files used for this talk may be downloaded from our website at "wyche.com.au"
wyche consulting
wyche consulting
Current AS3600
SECTION 2SECTION 3
Draft AS3600
LAYOUT OF SECTIONS
THE GENERAL FORMAT AND LAYOUT OF THE STANDARD HAS BEEN KEPT, BUT IT HAS BEEN EXTENSIVELY REWORDED AND MANY OTHER CHANGES HAVE BEEN MADE. SOME PRINCIPAL DIFFERENCES ARE:
- CONCRETE STRENGTH UP TO 100 MPA IS NOW INCLUDED- THE TYPES OF STRUCTURES COVERED OR NOT COVERED BY THE STANDARD IS MORE CLEARLY SET OUT- TRIMMED DOWN BY REFERENCING OTHER STANDARDS INSTEAD OF REPEATING PARTS FROM THEM- EXTRA AND REVISED INFORMATION IS GIVEN FOR FIRE DESIGN, MATERIALS PROPERTIES- THE NUMBER OF ANALYSIS METHODS IS GREATLY EXPANDED AND NEW STANDARDS FOR ANALYSIS GIVEN- A COMPLETE NEW SECTION ON STRUT AND TIE MODELLING HAS BEEN ADDED- CHANGES TO SHEAR AND MAJOR CHANGES TO TORSION SECTIONS TO CORRECT ERRORS IN EXISTING STANDARD
SECTION 1SECTION 2SECTION 1
SECTION 4 SECTION 4
LOADS AND LOAD COMBINATIONS FOR STABILITY, STRENGTH AND SERVICEABILITY
DESIGN REQUIREMENTS AND PROCEDURESSCOPE AND GENERAL
DESIGN FOR DURABILITY
DESIGN PROCEDURES, ACTIONS AND LOADSSCOPE AND GENERAL
LOADS AND LOAD COMBINATIONS etc omittedentirely in Draft AS3600, but some provisions placedin new Section 2DESIGN FOR DURABILITY
SECTION 5 DESIGN FOR FIRE RESISTANCE SECTION 5 DESIGN FOR FIRE RESISTANCESECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
SECTION 3
SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSISSECTION 8 BEAMS FOR STRENGTH AND SERVICEABILITY SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITY
20 June 2006Proposed Revisions to AS3600, Concrete Structures
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600LAYOUT OF SECTIONS (CONTINUED)
SECTION 9SECTION 9 DESIGN OF SLABS FOR STRENGTH ANDSERVICEABILITY
DESIGN OF SLABS FOR STRENGTH ANDSERVICEABILITY
SECTION 10 DESIGN OF COLUMNS FOR STRENGTH ANDSERVICEABILITY
SECTION 10 DESIGN OF COLUMNS FOR STRENGTH ANDSERVICEABILITY
SECTION 11 DESIGN OF WALLS SECTION 11 DESIGN OF WALLSSECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, END
ZONES AND BEARING SURFACESSECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, END
ZONES AND BEARING SURFACES
STRUT AND TIE MODELLINGSECTION 7plus
SECTION 13 STRESS DEVELOPMENT AND SPLICING OFREINFORCEMENT AND TENDONS
SECTION 13 STRESS DEVELOPMENT AND SPLICING OFREINFORCEMENT AND TENDONS
SECTION 14 JOINTS, EMBEDDED ITEMS, FIXINGS ANDCONNECTIONS
SECTION 14 JOINTS, EMBEDDED ITEMS, FIXINGS ANDCONNECTIONS
SECTION 15 PLAIN CONCRETE MEMBERS SECTION 15 PLAIN CONCRETE PEDESTALS ANDFOOTINGS
SECTION 16 CONCRETE PAVEMENTS, FLOORS ANDRESIDENTIAL FOOTINGS
SECTION 16 SLAB ON GROUND FLOORS ANDPAVEMENTS
SECTION 17 LIQUID RETAINING STRUCTURES SECTION 17 LIQUID RETAINING STRUCTURESSECTION 18 MARINE STRUCTURES SECTION 18 MARINE STRUCTURESSECTION 19 MATERIAL AND CONSTRUCTION
REQUIREMENTSSECTION 17 MATERIAL AND CONSTRUCTION
REQUIREMENTS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600LAYOUT OF SECTIONS (CONTINUED)APPENDICES
A ADDITIONAL REQUIREMENTS FORSTRUCTURES SUBJECT TO EARTHQUAKELOADS
A REQUIREMENTS FOR STRUCTURESSUBJECT TO EARTHQUAKE ACTIONS
APPENDICES
B TESTING OF MEMBERS AND STRUCTURES B TESTING OF MEMBERS AND STRUCTURESC REFERENCED DOCUMENTS C NORMATIVE REFERENCES
plusD BIBLIOGRAPHY
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Draft AS3600
Current AS3600
Current AS3600
Draft AS3600 No comment given about alternative materials or methods.
SECTION 1 SCOPE AND GENERAL SECTION 1 SCOPE AND GENERAL
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITY
DESIGN REQUIREMENTS AND PROCEDURES SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADS
Current AS3600
and later in Section 2 "Design for" Clauses 2.5 Prototype Testing, 2.6 Durability, 2.7 Fire, 2.8 Other
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITY
DESIGN REQUIREMENTS AND PROCEDURES SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADS
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITY
DESIGN REQUIREMENTS AND PROCEDURES SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADS
Draft AS3600
Current AS3600
There seems to be no direct reference to stability in the Draft AS3600. Is it covered in AS1170?
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITY
DESIGN REQUIREMENTS AND PROCEDURES SECTION 2SECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADS
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
Current AS3600 Design for Serviceability i.e. deflection and cracking is reworded but relatively unchanged.
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 3 LOADS AND LOAD COMBINATIONS FOR
STABILITY, STRENGTH AND SERVICEABILITYSECTION 3 LOADS AND LOAD COMBINATIONS etc omitted
entirely in Draft AS3600, but some provisions placedin new Section 2
DESIGN PROCEDURES, ACTIONS AND LOADSSECTION 2DESIGN REQUIREMENTS AND PROCEDURESSECTION 2
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITY
Draft AS3600
Plain Concretenot inDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITY
Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITY
Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITY
Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 4 DESIGN FOR DURABILITY SECTION 4 DESIGN FOR DURABILITYCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 5 DESIGN FOR FIRE RESISTANCE DESIGN FOR FIRE RESISTANCESECTION 5
Draft AS3600
Current AS3600 Not included in Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Draft AS3600
Current AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
no Table 3.1.2 given yet
Current AS3600 in lieu of tests - characteristic flexural tensile strength
and characteristic principal tensile strength
Draft AS3600 in lieu of tests - characteristic flexural and uniaxial tensile strength
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Draft AS3600
Current AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600
in lieu of tests - Modulus of Elasticity
in lieu of tests - Modulus of Elasticity
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600Current AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALS
Draft AS3600
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 6 DESIGN PROPERTIES OF MATERIALS SECTION 3 DESIGN PROPERTIES OF MATERIALSCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Draft AS3600
Current AS3600DESIGN PROPERTIES OF MATERIALSSECTION 3DESIGN PROPERTIES OF MATERIALSSECTION 6
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Current AS3600
SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Draft AS3600
SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Draft AS3600
SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Current AS3600
SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
Draft AS3600
Simplified Methods retained but Draft AS3600 contains penalties for L class reinforcement compared withN Class reinforcement.Idealised Frame method retained.
Current AS3600 LINEAR ELASTIC ANALYSIS essentially unchanged although Draft AS3600 is substantially reworded.
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSISDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSISDraft AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSISDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 7 METHODS OF STRUCTURAL ANALYSIS SECTION 6 METHODS OF STRUCTURAL ANALYSIS
Current AS3600
Draft AS3600
PLASTIC METHODS OF ANALYSIS essentially retained but Draft AS3600 has reworded and made itmore general.
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
These RECTANGULAR STRESS BLOCK formulae are wrong at the minute but it looks like there will be amodification for higher strength concretes when it is sorted out.
Current AS3600
BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH ANDSERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600Current AS3600
BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH ANDSERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYDraft AS3600
New Clause in Shear SectionDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600BEAMS FOR STRENGTH AND SERVICEABILITYSECTION 8 SECTION 8 DESIGN OF BEAMS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
Draft AS3600
LONGITUDINAL SHEAR essentially unchanged although Draft AS3600 is substantially reworded.DEFLECTION OF BEAMS essentially unchanged except Draft AS3600 has a revised formula for maximuminduced shrinkage stress.CRACK CONTROL OF BEAMS essentially unchanged except Draft AS3600 is slightly reworded andnow includes a Table of allowable stresses for prestressed concrete (see below).
New Table for CRACK CONTROL OF BEAMS
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Current AS3600 DESIGN OF SLABS essentially unchanged except Draft AS3600 has some rewording, there are somemodifications to deflection multipliers, and the is a Table of allowable reinforcement cracking stressesfor prestress, similar to the Beam section.
SECTION 9 DESIGN OF SLABS FOR STRENGTH ANDSERVICEABILITY
SECTION 9 DESIGN OF SLABS FOR STRENGTH ANDSERVICEABILITY
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYCurrent AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYDraft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITYSECTION 10 DESIGN OF COLUMNS FOR STRENGTH AND
SERVICEABILITY
Draft AS3600 Restraint of longitudinal reinforcement then follows very similarly to the Current AS3600, with the following Table
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 11 DESIGN OF WALLS SECTION 11 DESIGN OF WALLS
Current AS3600DESIGN OF WALLS essentially unchanged although Draft AS3600 is substantially reworded.
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600SECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, END
ZONES AND BEARING SURFACESSECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, END
ZONES AND BEARING SURFACES
STRUT AND TIE MODELLINGSECTION 7plus
Current AS3600
wyche consulting 20 June 2006Proposed Revisions to AS3600, Concrete Structures
Current AS3600 Draft AS3600
Draft AS3600
SECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, ENDZONES AND BEARING SURFACES
SECTION 12 DESIGN OF NON-FLEXURAL MEMBERS, ENDZONES AND BEARING SURFACES
STRUT AND TIE MODELLINGSECTION 7plus
Current AS3600
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