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    yhlengineers Posts: 4, Reputation: 1
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    #1

    Sep 10, 2010, 01:43 PM
    On page 66 of ASCE-7, what is the load case
    Curlyben's Avatar
    Curlyben Posts: 18,514, Reputation: 1860
    BossMan
    		  
    #2

    Sep 10, 2010, 10:47 PM
    Please clarify your question as we haven't read the book, and neither have you by the sounds of it.
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    yhlengineers Posts: 4, Reputation: 1
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    #3

    Sep 13, 2010, 07:54 AM
    There are load case A and B at different roof angle in the Figure 6-18A of ASCE-7, 05, I could not figure out what is case A or B. I design a structure to protect equipments ( 480V transformer & switchger) from raining and snowing. The steel deck roof is 15' -0" width x 51'-0" long, its slope is 1/2" to 1 foot. I think it is an open structure ,since there is no walls. How to calculate the wind load on it ? I am not sure I shoud use the Figure 6-18A of ASCE-7, 05 to get the Net Pressure Corfficient. Thank you.
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