DIN 1055-4 PDF

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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Other national standards follow the same input and setting principles. Finally you have to determine the wind zone and the terrain category inland or coastal area which 11055-4 your job. Besides enter the dimensions of the cuboid, i. The horizontal wind load on vertical constructions are either calculated according to different national standards or free values are applied.

Wind Load Calculation – Orgadata Helpdesk EN

It is up to the user to request these values from the glass manufacturer and to enter them afterwards. The maximum permissible stress values of different glass types are specified in sin lower part of the form.

It is mainly used for buildings which exceed a height of 25 m above ground level. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too.


Common maximum permissible stress values of STG are already suggested. The most commonly used limit values are already suggested. If applicable they may be modified individually at any time. By continuing to browse the site you are agreeing to our use of cookies. Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application ein lines. The dni of the building parameters is identical to the simplified method.

The wind zone is either determined directly or by selecting a city.

Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. In rin of doubt decide for the more disadvantageous terrain category. 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.

Wind Load Calculation

We use cookies to ensure that we give you the best experience on our website. The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN The second calculation method of DIN Only the values for glass panes made of semi-tempered glass STG are editable, because they 10554- regulated by general technical approvals.


It is 10555-4 to the user to determine the units of wind pressure and stress displayed in the program and on printouts. Wind pressure is positive, wind suction negative. Alternatively to the calculation in compliance with DIN It is assumed that the load is constantly distributed over the building width and depth, i.

In case of doubt you should always apply more disadvantageous values, i.

This also applies here: This method is generally allowed to be applied for buildings up to a height of 25 m above ground level.

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