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  1. Reo-Checka

    Tributary areas of columns and how to best calculate them [blog post]

    Tribby3d is looking better and better. Congrats Emil! ReoChecka https://reochecka.com.au/
  2. Reo-Checka

    Strut and Tie Modelling Methods

    What methods do you use for designing non-flexural elements with strut and tie modelling? It seems like there are a variety of approaches involving a mixture of hand calcs, spreadsheets and software used by Australian structural engineers and I'm interested in the pros and cons of each...
  3. Reo-Checka

    Requirements For Transverse Shear Reinforcement - Minimum Shear Reinforcement

    This is how I've done it. As Sydney sits on sandstone the length to depth ratio of foundations indicates the governing behaviour should be classified as non-flexural and designed to section 12. In the context of flexural elements, shear failure doesn't apply as the stress fields are non...
  4. Reo-Checka

    Slab reinforcement for shrinkage / temperature?

    It's also worth noting that the qualitative language of 'minor', 'moderate' and 'strong' rather than quantitative intervals reflects the uncertainty in the underlying theory. ReoChecka https://reochecka.com.au/
  5. Reo-Checka

    AS3600 section 14 for Buildings classified as EDC1

    Hi Ross P, It's not that an ECD1 structure would not need to comply with AS3600-2018, but that clause 5.3 of 1170.4 is based on a theory that does not model the behaviour of a structure that is <12m under earthquake loads. You are still in compliance with AS3600-2018. ReoChecka...

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