huangyhg

pressure loading due to wind
i am looking for an expression to determine the effective pressure on a rectangular surface due to wind. i have an application where the wind speed can reach a maximum speed of 20 mph and need to determine the effective pressure. thanks in advance for your help.
it should be in your building code or referenced where to go from there. there are other factors that go into the pressure than just what you have given.
20 mph is not much pressure - most building designs in the us require 90 mph....where did you get 20?
the maximum theoretical force will be when the wind velocity is perpendicular to the surface:
f=0.5*rho*v*v*a
where :
rho = air specfic gravity ususlly 1.205 kg/m^3
v = wind velocity m/(sec^2)
a = surface area m^2
yeah but by code there are other factors that are usually figured into that, importance, height, etc. and 20mph does sound strange.
no, this is not for a building.
what israelkk is refering to is sometimes called reference pressure. but wind velocity is measured in m/s not m/s^2, that was probably a typo.
what you might need is a design pressure. that means that you have to find the shape factor for your structure and also include the dynamic properties of the wind. if your structure is flexible you also have to include the dynamic behaviour of the structure.
building codes usually cover this for structures regardless if they are buildings or not. however, your post does not include any information regarding how you will use the information.
as for the 20 mph, compared to any code requirements it's a very low value.
regards
thomas
thomash
thanks for the correction.
sure, it should be m/sec.
if i am doing heating and air conditioning calculations then i would use 20 mph.
if i am doing structural calculations then i would use a much higher value as listed in asce 7.
big difference in application.
if i were doing heating and air conditioning calculations then i would post the question in the hvac forum.
the codes vary, and most of them are not intended for 20mph.
for my applications (tanks), typical pressure on a flat surface is taken as 30 psf at 100mph, and applied with allowable stress design. and you multiply by (v/100)^2 for other speeds, which will not give you much pressure.
the assumption made is that pressure is proportional to velocity squared, which assumes the drag coefficient for the object is a constant. in reality it isn't, and when you use a design wind speed vastly different from what the codes are intended for, you might get fairly meaningless results. so if you take building code formulas and plug in 400 mph, don't expect to get real meaningful results.
the codes differ also as to whether the wind speed is a gust speed, or 3 sec average, at what height, etc. the pressures generated by the building codes are intended to applied with certain multipliers or stress adjustments, and if you don't know what those are, the pressure doesn't mean that much. (for example, the 30 psf above is for allowable service stress with 1/3 increase).
let us know a bit more about what you're doing and some of the folks here can get you more meaningful answers.

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