From DT Online
Buildings, trees, flagpoles and signs etc. are all subjected to Forces acting as a result of the wind blowing against them. Wind Engineering to calculate the size of these Forces can be complex as a result of taking into account: the shape and orientation of the building; the materials it is made from; and variations in Wind Speed as a result of location and height for example (ref: BS EN 1991-1-4:2005+A1:2010 Eurocode 1. Actions on structures. General actions. Wind actions ).
- The Density of Air can be taken to be about 1.25 kg/m3.
- The shape factor (or Drag Coefficient) has no units and is dependent upon the shape, size, and roughness of an object but can be assumed to be 1 initially (i.e. for small, smooth, rounded objects less and large, rough faced, flat objects more e.g. a cylinder or sphere would more closely approximate a factor of 0.5).
- The wind speed must be expressed in metres per second (m/s) and can be obtained from measurement or looked up in tables or on charts as shown (a more thorough analysis would also take into account modifiers such as altitude, temperature, terrain, gusts and site conditions for example)
- Wind Pressure has units of Newtons per square metre (N/m2).
The Wind Loading for a particular object can be estimated as:
Wind Loading = Wind Pressure (N/m2) x Projected Area(m2)
- The Projected Area is the surface area as seen from the direction of the wind (i.e. imagine as an Elevation from the wind's point of view - for a sloping roof this would be its ridge height x width and for a cylindrical mast its diameter x height).
- More thorough analyses would also take into account modifiers such as the Aspect Ratio of the object and may include an Importance Factor (i.e. how critical would a failure or collapse be).
- The Wind Loading is given in Newtons.