Tag Archives: Ultimate bending capacity

Stress blocks in AS 3600

Posted on October 30, 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 AS 3600, RC Design Functions, Rectangular stress block, Reinforced Concrete, Ultimate bending capacity | 3 Comments

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Tag Archives: Ultimate bending capacity

Stress blocks in AS 3600

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