Case Study: Wind Loads
In order to prevent the horse stable from collapsing, loads are needed to be considered. There are three categories of loads, horizontal, vertical, and longitudinal loads. Wind loads are being looked at for this specific case study. Wind load is a type of horizontal load. It is caused by the movement of the air in which the wind pressure could have caused a damage to the building. Wind loads depend on the wind speed, the surface shape, and exposed area.
The wind pressure can be calculated through the following equation:
P =
CD X Q
P is the wind pressure (per square foot, psf) on the surface.
CD is the drag coefficient that could range from 0.6 to 2.4 (for most rectangular buildings, the value of C
D is 1.0). Q is the dynamic pressure of a moving air. Q can also be defined as (½ V
2D), where V is the wind velocity and D is the air density.
In general, people use 20 to 30 pounds psf as a value of the dynamic pressure of a moving air (Q) for the wind loads. However, during the storm, the Q value can be as high as 60 pounds psf which is corresponding to the wind velocity of 150 mph or higher.
For the Pennsylvania region, if the height zone is less than 30 ft, the wind pressure would be 15 psf. If the height zone is between 30 to 49, the wind pressure would be 20 psf. If the height zone is between 50 and 99, the wind pressure would be 25 psf, and if the height zone is over 1200 ft, the wind pressure would be 40 psf.
In general, a suction of at least 10 psf should be considered. If the wind pressure is from 30 to 50 psf, a suction of one-half of that wind pressure should be considered.
According to the American Society of Civil Engineers (ASCE), for a building that is 300 ft height, the wind load should be 20 psf, and for every 100 ft increase in height, the wind load should be increase by 2.5 psf.
Source: Lin, T. Y., and Sidney D. Stotesbury.
Structural Concepts and Systems for Architects and Engineers. New York: Van Nostrand Reinhold, 1988. Print.