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  1. ghecks

    AS 1576.1 AS 1170.0 Queries

    Thanks for the response apsix I just somehow find it a little excessive designing scaffold to withstand 170km/hr winds when the site would have its own maximum allowable working wind conditions, which would basically turn this structure at that point into an importance level 1 by my book, i.e...
  2. ghecks

    AS 1576.1 AS 1170.0 Queries

    Hi All First time poster, bare with me. I am having great difficulty trying to determine some appropriate figures for wind loads for use in scaffolding. I do not currently have access to BCA (not sure if an issue) For one, i cannot find information pertaining to the importance level, so i am...

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