rook1
Structural
- Apr 25, 2003
- 21
Im making a program for wind calculation..
In Figure 6-6(con't), in getting the value of Roof Pressure Coefficient Cp, where do you get the value of Cp when Roof Angle is than 10 and h/L is between 0.5 and 1.0?
Since the table shows only values of h/L <=0.5 and >=1.0
Help much appreciated!
In Figure 6-6(con't), in getting the value of Roof Pressure Coefficient Cp, where do you get the value of Cp when Roof Angle is than 10 and h/L is between 0.5 and 1.0?
Since the table shows only values of h/L <=0.5 and >=1.0
Help much appreciated!