For Longitudinal Load Case the roof pressure coefficient, GCpf, when negative in Zone 2 or 2E, shall be applied in Zone 2/2E for a distance from the edge of the roof equal to 0.5 times the horizontal dimension of the building parallel to the direction of the MWFRS being designed or 2.5*he at the windward wall, whichever is less; the remainder of Zone 2/2E extending to the ridge line shall use the pressure coefficient GCpf for Zone 3/3E. We are doing a science project involving the force 100 mph wind speeds on a house. Exposure "C": 0 and cseason = 1. cos that doesn't sound like much. Enter a wind speed that you would like: Answers: mph (miles per It is especially used in chimneys or aeroplanes. I need this for work to convert wind speed in MPH to PSI for structures. Calculation of wind peak velocity pressure depending on the basic wind velocity and the terrain category according to Eurocode 1 (EN1991-1-4). The software also allows you to add more information about your building in order to determine the required wind and snow pressures to be applied. The calculator is set to a default wind density value for 15C (66F) and at level sea, which can provide a reasonable estimate if you don't know the actual wind density of your problem. The excessive wind load on roofs collapses buildings and endangers lives. The area A is easy enough to find for regular shapes. when GCpf is neg. Dynamic pressure is the kinetic energy of a flowing fluid - liquid or gas - per unit volume - and can be expressed as, pd = dynamic pressure (N/m2 (Pa), lbf/ft2 (psf)). A guide to calculating the maximum wind speed for specific load characteristics, in accordance with requirements in EN 13000. When building a structure it is important to calculate wind load to ensure that the structure can withstand high winds, especially if the building is located in an area known for inclement weather. Before attempting this calculation, it is useful to know that the density of dry air at sea level is roughly 1.25kg per cubic meter and that every object has a drag coefficient (C) that can be estimated based on its shape. Example 1: Pole Loading Analysis of Tangent Structure based on NESC Calculate wind pressure.
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