Calculations for typical bracing to resist the wind loads in any direction?

Question

one face of the building is 4m squared and the wind load acting on the building is apparently 1.0kN/m^2. What would the bracing have to be to resist these loads.

Any ideas?

Answer 1

http://search.yahoo.com/search?p=Building+wind+load+calulations&fr=yfp-t-501&toggle=1&cop=mss&ei=UTF-8