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Recent content by cycloneengineer

  1. cycloneengineer

    Component and Cladding Positive and Negative Wind Pressures

    Thanks - that is what I thought and what I have done in the past, but as I was running through it this morning I managed to confuse myself and needed a sanity check.
  2. cycloneengineer

    Component and Cladding Positive and Negative Wind Pressures

    Hi, Regarding Component and Cladding wind pressures as defined in ASCE 7-10: Do the positive and negative pressures on a wall component get combined? For example, I have a girt with a trib. area of ±20sf. The calculated C&C pressures (Zone 4) are: +21.2psf and -25.4psf. Note 3 on Figure 30.4-1...
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