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Recent content by Junyin

  1. Junyin

    Design wind load for a real project by using AS 1170.2

    Yea, even assume the windward wall to be permeable, Cp,i will be -0.3 or 0.6 in most adverse condition according to table 5.1A. The result still cannot reach the consultant provides. I'm so confused.
  2. Junyin

    Design wind load for a real project by using AS 1170.2

    I'm dealing with a facade consultant. Actually we are considering the design wind pressure on windows and sliding doors, not the major structural elements. Any advice?
  3. Junyin

    Design wind load for a real project by using AS 1170.2

    Hi, I'm confused about the design win load calculation by using AS 1170.2. This is a real project located in Melbourne suburb Cheltenham.A very typical apartment building. Building Height: 32.95m from Ground floor to roof Length:47m width:34m These parameters are obtained from the structural...
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