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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It is mainly used for buildings which exceed a height of 25 m above ground level. The most commonly used limit values are already suggested. Common maximum permissible stress values of STG are already suggested.

The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN Other national standards follow the same input and setting principles.

Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms.

We 105-4 cookies to ensure that we give you the best experience on our website. This also applies here: For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too.


Dim input of the building parameters is identical to the simplified method. TRLV are displayed automatically. Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines.

It is up to the user to request these values from the glass manufacturer and to enter them afterwards. Wind pressure is positive, wind suction negative. In case of doubt decide for the more disadvantageous terrain category. If applicable they may be modified individually at any time.

Wind Load Calculation – Orgadata Helpdesk EN

It is up to the user to dim the units of wind pressure and stress displayed in the program and on printouts. The second calculation method of DIN Finally you have to determine the wind zone and the terrain category inland or coastal area which match your job.

The maximum permissible stress values of different glass types are specified in the lower part of the form. In case of doubt 1055-44 should always apply more disadvantageous values, i.

Wind Load Calculation

Alternatively to the calculation in compliance don DIN By continuing to browse the site you are agreeing to our use of cookies. Besides enter the dimensions of the cuboid, i. 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.


The wind zone diin either determined directly or dni selecting a city. It is assumed that the load is constantly distributed over the building width and depth, i. This method is generally allowed to be applied for buildings up to a height of 25 m above ground level. Only the values for glass panes made of semi-tempered glass STG are editable, because they are regulated by general technical approvals.

The horizontal wind load on vertical constructions are either calculated according to different national standards or free values are applied.