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Standard din 1055-4:2005-03 please note: windlasten.

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Please keep in mind that you must already enter the final distributed load here and not the velocity pressure which is always multiplied by an aerodynamic coefficient. Wind Load CalculationĬommon maximum permissible stress values of STG are already suggested. By continuing to browse the site you are agreeing to our use of cookies. We use cookies to ensure that we give you the best experience on our website.Īpart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too. It is mainly used dij buildings which exceed a height of 25 m above ground level. Other national standards follow the same input and setting principles. Wind Load Calculation – Orgadata Helpdesk ENĭln is assumed that the load is constantly distributed over the building width and depth, i. If don they may be modified individually at any time. This method is generally allowed to be applied for buildings up to a height of 25 m above ground level. The wind zone is either determined directly or by selecting a city. The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN The maximum permissible stress values of different glass types are dij in the lower part of the form. It is up to the user to determine the units of wind pressure and stress displayed in the program and on printouts.

Finally you have to determine the wind zone and the terrain category inland or coastal area which match your job.

In case of doubt you should always apply more disadvantageous values, i.īesides enter the dimensions of the cuboid, i. In case of doubt decide for the more disadvantageous terrain category.

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Find the most up-to-date version of DIN at Engineering Buy DIN () Action On Structures – Part 4: Wind Loads from SAI Global.