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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For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too.

We use rin to ensure that we give you the best experience on our website. If applicable they may be modified individually at any time. It is up to the user to 10555-4 these values from the glass manufacturer and to enter them afterwards.

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.

This also applies here: Only the values for glass panes made of semi-tempered glass STG are editable, because they are regulated by general technical approvals. The most commonly used limit values are already suggested.

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Wind Load Calculation – Orgadata Helpdesk EN

In case of doubt you should always apply more disadvantageous values, i. The maximum permissible stress values of different glass types are specified in the lower part of the form. Besides enter the dimensions of the cuboid, i. This method is generally allowed to be applied for buildings up to a height of 25 m above ground level.

It is mainly used for buildings which exceed a height of 25 m above ground level. By continuing to browse the site you are agreeing to our use of cookies.

Wind Load Calculation

Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines. TRLV are displayed automatically.

In case of doubt decide for the more disadvantageous terrain category. It is up to the user to determine the units of wind pressure and stress displayed in the program and on printouts.

The second calculation method of DIN The input of the building parameters is identical to the simplified method. Other national standards follow the same input and setting principles. Apart from the glass it is also possible to dij the deflection of the beam spans separately for mullions and transoms. Alternatively to the calculation in compliance with DIN The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN It is assumed that the load is constantly distributed over the building width and depth, i.

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

Wind pressure is positive, wind suction negative. Common maximum permissible stress values of STG are don suggested. The horizontal wind load on vertical constructions are either calculated according to different national standards or free values are applied.

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