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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In case of doubt decide for the more disadvantageous terrain category. Finally you have to determine the wind zone and the terrain category inland or coastal area which match your job. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can 11055-4 specified, too.

Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. The wind 105-54 is either determined directly or by selecting a city.

The maximum permissible stress values of different glass types are specified in the lower part of the form.

Wind Load Calculation

Alternatively to the calculation in compliance with DIN 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.


TRLV are displayed automatically.

Common maximum 10554 stress values of STG are already suggested. Only the values for glass panes made of semi-tempered glass STG are editable, because they are regulated by general technical approvals. Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines.

In case of doubt you should always apply more disadvantageous values, i. 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. It is dni used for buildings which exceed a height of 25 m above ground level.

Wind Load Calculation – Orgadata Helpdesk EN

The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN The input of the building 1055–4 is identical to the simplified method. This also applies here: Other national standards follow the same input and setting principles.


Besides enter the dimensions of the cuboid, i. It is up to the user to request these values from the glass manufacturer and to enter them afterwards.

By continuing to browse the site you are agreeing to our use of cookies. Wind pressure is positive, wind suction negative. The horizontal wind load on vertical constructions are either calculated according to different national standards or free values are applied.

It is up to the user to determine the units of wind pressure and stress displayed 105-4 the program and on printouts. If applicable they may be modified individually at any time.

The second calculation method of DIN The most commonly used limit values are already suggested.

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