Wind Design for Stepped Roof Buildings

[califdirtguy]

Is there a good design example for analytically determining wind pressures for buildings with two distinct roof elevations? (ie buildings that look like an sideways "L" or inverted "T")

I am looking for an example that would use ASCE 7-05 Section 6.5

Thanks in advance,

 

[ishvaaag]

This has something stepped, analytic.

http://www.calbo.org/Documents/SimplifiedWindHandout.pdf