ASCE 7-02 Wind Calcs - Method 2: All Heights Method 1

[aokamura]

Hi,

What are the values of Cp that I can use to analyze the leeward roof (wind direction parallel to ridge) for method 2 MWFRS? Figure 6-6 does not have a table under the leeward column... I'm a structural engineer intern, and this is the first time I've encountered something like this.

Oh, and fyi... h/L < 0.5 with horizontal distance from windward edge between h/2 and h.

Thanks!

 

[Andrewstructure]

Since this question never was answered, I am giving it a bump

I have new question regarding Cp for roof in wind direction normal to ridge for 0 degree angle and for wind parallel to rige.

I have ratio h/L=0.8, values that are givien in the table are for h/L<0.5 or h/L>1.

What does one do in this case?

 

[ToadJones]

I believe you are to interpolate as noted in footnote #2