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

Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. It is up to the user to determine the units of wind pressure and stress displayed in the fin and on printouts. Only the values for glass panes made of semi-tempered glass STG are editable, because they are regulated by general technical approvals. Finally you have to determine the wind zone and the terrain category inland or coastal area 105-4 match your job.

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Wind Load Calculation – Orgadata Helpdesk EN

We use cookies to ensure that we give you the best experience on our website. Common maximum permissible stress values of STG are already suggested.

If applicable they may be modified individually at any time. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too. 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 pressure is positive, wind suction negative. Other national standards follow the same input and setting principles. The input of the building parameters is identical to the simplified method. It is assumed that the load is constantly distributed over the building width and depth, i. The maximum permissible stress values of different glass types are specified in the lower part of the form. The most commonly used limit values are already suggested.

Besides enter the dimensions of the cuboid, i. Deflections of beams and 105-4 panes are not regulated by DIN standards, general technical approvals or application guide lines. The second calculation method of DIN 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 xin cookies.

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

Wind Load Calculation

This also applies here: This method is generally allowed to be applied for buildings up to a height of 25 m above ground level. In case of doubt decide for the more disadvantageous terrain category.

The following paragraphs describe exemplary how to proceed in compliance with the allowed methods of the current DIN 10554- to the calculation in compliance with DIN It is mainly used for buildings which exceed a height of 25 m above ground level.