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AS 3600 Verification

 

Verification of AS 3600 Reinforced Concrete Design Modules (Beam and Columns)

AS-3600 Reference

Information presented on this page is intended to demonstrate the section design convergence for the AS-3600 design module from the SkyCiv Reinforced Concrete Design Software. All examples are taken from the following Reinforced Concrete Design Manuals:

Book 1. Yew-Chaye Loo, Sanaul Huq Chowdhury. Reinforced and Prestressed Concrete: Analysis and Design with Emphasis on Application of AS3600-2009 (First Edition), 2010.

3.3.6 Illustrative example for ultimate strength of a singly reinforced rectangular section (i)

Design Case Manual SkyCiv Result SkyCiv Report
Design moment strength φMd, kN-m 278.82 278.82
View

 

3.5.3 Example 1: Doubly reinforced rectangular sections

Design Case Manual SkyCiv Result SkyCiv Report
Design moment strength φMd, kN-m 604.02 607.13

 

3.7.7 Example 1: Analysis of singly reinforced T-Sections

Design Case Manual SkyCiv Result SkyCiv Report
Design moment strength φMd, kN-m 1496.60 1496.95
View

 

5.3.5 Design Example: Ultimate strength design for shear

Design Case Manual SkyCiv Result SkyCiv Report
Design shear strength Vu, kN 547.70 315.80*
View

* V* uses Asv,min to compute for Vus for more conservative shear design results.

 

9.3.3 Illustrative example: Interaction diagram

Design Case SkyCiv Report
Nu-Mu curve     View
P-M curve

Learn more about this SkyCiv Reinforced Concrete Design software by visiting the specific design code page for AS 3600-2009

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