bmagdalena
Structural
- Jun 22, 2009
- 57
I have new question regarding Cp for roof in wind direction normal to ridge for 0 degree angle and for wind parallel to rige. (figure 6-6)
I have ratio h/L=0.87, values that are givien in the table are for h/L<0.5 or h/L>1. So Im in between and what now?
I have ratio h/L=0.87, values that are givien in the table are for h/L<0.5 or h/L>1. So Im in between and what now?