MSOffice
Structural
- Apr 4, 2020
- 2
The hill-shape multiplier has the greatest effect on site wind speed of all the site exposure multipliers (up to x1.71), yet the standard does not offer much guidance on how to calculate the value. I would appreciate finding out how others arrive at calculating this multiplier.
1. How do you decide the height (H) of the hill, ridge or escarpment when the terrain is complex (i.e. foothills or multiple peaks)?
2. How do you select the "most adverse topographic cross-section within the range of directions within 22.5 degrees on either side of the cardinal direction being considered" (See clause 4.4.2), given that there are theoretically infinite cross-sections within the sector. Any methods?
1. How do you decide the height (H) of the hill, ridge or escarpment when the terrain is complex (i.e. foothills or multiple peaks)?
2. How do you select the "most adverse topographic cross-section within the range of directions within 22.5 degrees on either side of the cardinal direction being considered" (See clause 4.4.2), given that there are theoretically infinite cross-sections within the sector. Any methods?