Table 6 Values of internal pressure coefficients.
From: Optimization of roof slope, design and wood strength classes in timber Fink type truss
Hypothesis | cpi |
|---|---|
Dominant opening on the windward face | 90° wind: + 0.690 |
Dominant opening on a face parallel to the wind, located in high external suction zone | 0° wind: − 0.805 |
