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Recent content by scafeng

  1. scafeng

    Wind Load on Overhead Protection Canopies using ASCE 7-05

    This is great, except my value for the wind across the structure. This canopy is 5' wide and 10' tall. It runs about 100' along the sidewalk. There is a barrier wall along the construction side of the canopy roughly 2' away. Therefore, I have unobstructed wind flow when wind blows along the 100'...
  2. scafeng

    Wind Load on Overhead Protection Canopies using ASCE 7-05

    I require some assistance. I am designing an overhead protection canopy for a construction site in Ft Lauderdale, FL. I have done many of these in the past and have used ASCE 7-98 to calculate the wind loads on it. No problem there. However, I have a customer who requires the design to be...
  3. scafeng

    wind-open buildings h/L<0.25

    Just read your post. I am having the exact same issue with my design. Let me know if someone answers your question and I will do the same. Hopefully, they answer both.
  4. scafeng

    Wind Load on Overhead Protection Canopies using ASCE 7-05

    I require some assistance. I am designing an overhead protection canopy for a construction site in Ft Lauderdale, FL. I have done many of these in the past and have used ASCE 7-98 to calculate the wind loads on it. No problem there. However, I have a customer who requires the design to be...

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