Tag Archives: AS 3600

Equivalent Stress Blocks

Posted on 19/10/2011 by dougaj4

Previous posts (e.g. Stress blocks in AS 3600) have presented Excel User Defined Functions (UDFs) that determine the ultimate bending strength of a reinforced concrete section with the use of a rectangular concrete stress block, with depth and stress factors … Continue reading →

Posted in Beam Bending, Concrete, Excel, Newton, UDFs | Tagged , , , , , , , | 4 Comments

ULS design of reinforced concrete, AS, ACI and European codes

Posted on 21/12/2010 by dougaj4

The previous post in this series compared the results of current and previous Australian Standards, and the ACI 318 code, for the ultimate bending capacity of a rectangular reinforced concrete section, subject to combined bending and axial load.  I have now extended … Continue reading →

Posted in Beam Bending, Concrete, Excel, Newton, UDFs | Tagged , , , , , , , , | 1 Comment

ULS design of reinforced concrete to AS 3600 and ACI 318

Posted on 05/12/2010 by dougaj4

Following on from the previous post I have modified my RC Design Functions spreadsheet to incorporate the US ACI 318 design code requirements, as well as the recent revision to the Australian code, AS 3600.  The revised spreadsheet will be uploaded … Continue reading →

Posted in Beam Bending, Concrete, Newton | Tagged , , , , , | 3 Comments

AS 3600 (Concrete Structures Code) Amendment 1

Posted on 29/11/2010 by dougaj4

The first amendment to the current (2009) version of the Australian Standard for Concrete Structures (AS 3600) was recently released for free download.  SAI Global have not seen fit to notify purchasers of the standard of this amendment, but it … Continue reading →

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Stress blocks in AS 3600

Posted on 30/10/2010 by dougaj4

The long awaited update to the Australian Standard for concrete structures (AS 3600 – 2009) provides rules for the design of structures with concrete up to a compressive strength of 100 MPa.  Unfortunately there are a number of significant typographical errors … Continue reading →

Posted in Concrete, Newton | Tagged , , , , | 3 Comments