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Re: Wind Load on Carport

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ASCE 7-05 is titled "Minimum Design Loads for Buildings and Other Structures" and is available from ASCE, the American Society of Civil Engineers (www.asce.org). The book URL is: https://www.asce.org/bookstore/book.cfm?book=5583

Alter Dieter wrote:
Where and how can one find: ASCE 7-05 has section 6.5.13 for the design of open buildings with monoslope, pitched, or troughed roofs? Dieter Schmied

    ----- Original Message -----
    *From:* Drew Morris <mailto:dmorris(--nospam--at)bbfm.com>
    *To:* seaint(--nospam--at)seaint.org <mailto:seaint(--nospam--at)seaint.org>
    *Sent:* Wednesday, April 08, 2009 8:23 PM
    *Subject:* Re: Wind Load on Carport

    ASCE 7-05 has section 6.5.13 for the design of open buildings with
    monoslope, pitched, or troughed roofs.

    Jerry Coombs wrote:
    I have an apartment parking cover, simple steel frames w/ metal deck.  It is
    20 cars.  They are simple double T frames w/ purlins, etc.

    How would I get the uplift loads.  ASCE 7 wants Method 2, 6.5.8.2 if I read
    it correctly.  That's a bit extensive, I'd think.
    Is there an acceptable "Rational Analysis" per 6.5.8.3 that is commonly
    used?

    Thanks in advance.
    jdc

    Jerry D. Coombs, P.E.
    Coombs Engineering Services
214-287-4696


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