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  1. RockyDiego07

    Question on Snow Loads in Effective Weight for Seismic

    Hello, Per ASCE chapter 12, I know that if the flat roof snow load exceeds 30psf (or 45 psf per ASCE 7-22), then 20% of the uniform snow load (15% per ASCE 7-22) is added to the effective seismic weight. However, in ASCE chapter 15.4.3 (for non-building structures), it says to add the snow load...
  2. RockyDiego07

    Portal Frames (wood, non-prescriptive)

    Hi all, So I know the IRC and IBC has detailed portal frame criteria as long as the certain limitations are maintained. There’s even an APA documents which shows capacities (TT-100). How does one engineer a portal frame outside the IBC/IRC limits? Thank you.
  3. RockyDiego07

    RV Garage Shear Wall Design

    Hello, This question is in regards to a simple 41ft long x 17ft wide x 17.58ft tall RV garage. Not sure how to do the shear wall for at the large opening (12ft wide x 14ft tall), without doing a Simpson Strong-Wall. I can't seem to do a portal frame per the IRC, the IRC limits this to 10ft max...
  4. RockyDiego07

    RV Garage Shear Wall Design

    Hello, This question is in regards to a simple 41ft long x 17ft wide x 17.58ft tall RV garage. Not sure how to do the shear wall for at the large opening (12ft wide x 14ft tall), without doing a Simpson Strong-Wall. I can't seem to do a portal frame per the IRC, the IRC limits this to 10ft max...

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