Find the most up-to-date version of DIN at Engineering Buy DIN () Action On Structures – Part 4: Wind Loads from SAI Global. 1 Answer. Steve Blumenkranz, Mechanical Engineer. Answered Feb 5, · Author has k answers and m answer views. Here –> DIN-Deutsches Institut .

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The wind zone is either determined directly or by selecting a city. The input of the building parameters is identical to the simplified method.

TRLV are displayed automatically. 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. Common maximum permissible stress values of STG are already suggested. We use cookies to ensure that we give you the best experience on our website. In case of doubt decide for the more disadvantageous terrain category.

Wind Load Calculation – Orgadata Helpdesk EN

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. Besides enter the dimensions of the cuboid, i. It is up to the user to determine the dun of wind pressure and stress displayed in the program and on printouts.


It is up to the user to request these values from the glass manufacturer and to enter them afterwards.

Wind Load Calculation

It is mainly used for buildings which exceed a height of 25 m above ground level. This method is generally allowed 10554 be applied for buildings up to a height of 25 m above ground level.

Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines. Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. By continuing to browse the site you are agreeing to our use of cookies.

Only the values for glass panes made of semi-tempered glass STG djn editable, because they are regulated by general technical approvals. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too. The second calculation method of DIN The horizontal wind load on vertical constructions are dni calculated according to different national standards or free values are applied.


If applicable they may be modified individually at any time. Wind pressure is positive, wind suction negative. It is assumed that the load is constantly distributed over the building width and depth, i. The most commonly used limit values are already suggested.

This also applies here: 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 105-54 are specified in the lower part of the form. Alternatively to the calculation in compliance with DIN Other national standards follow the same input and setting principles.