Wind |
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Code | EN 1993-1-4 |
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Category | Wind load |
File name | files in
Load/Wind group Wind load.clc Wind - Duopitch roofs.clc Wind - Flat roofs.clc Wind - Free-standing walls.clc Wind - Monopitch roofs.clc Wind - Multispan roofs.clc Wind - Signboards.clc |
Publisher | Nemetschek Scia |
Publishing date | 31. 3. 2012 |
Check description | Calculation of the wind load on the different roof types and constructions |
Coefficients for the wind direction is in the national annex. For Czech Republic - cdir = 1,00.
Coefficients of seasonis in the national annex. For Czech Republic - cseason = 1,00.
If orography (e.g. hills, cliffs and so) encrease the wind speed more the 5%, the orography coefficients shoul be taken into account. The recommended way for the calculation the coefficient value is in A.3 annex.
In other cases - co = 1,00.
Table - header | z0 [m] | zmin [m] |
---|---|---|
0 - Sea or regions at the sea | 0,003 | 1 |
1 - Lakes or flat areas with minor vegetation and without obstacles | 0,01 | 1 |
2 - Areas with low vegetation (grass) and isolated obstacles (trees, buildings), their distance is more then 20x obstacle height |
0,05 |
2 |
3 - Areas with vegetation or buildings or isolated obstacles, their distance is max 20x obstacle height (vilages, suburb, forest) |
0,3 |
5 |
4 - Areas when at least 15% of terain in coverd by buildings, average height is more then 15m | 1 | 10 |