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  1. waves

    Aerodynamic Shape Factor in AS 1170.2 from (ISO4354)

    Can anyone help me to understand the application of the Aerodynamic Shape Factor (Cfig) as used in calculation of design wind actions on a structure. I am looking at a purlin design for a monoslope free roof (carport)structure and am having trouble interpreting Table D4(A) as depicted in AS/NZS...

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