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 maximum permissible stress values of different glass types are specified in the lower part of the form. This also applies here: The wind zone is either determined directly or by selecting a city.
The most commonly used limit values are already suggested. It is up to the user to determine the units of wind pressure and stress displayed in the program and on printouts. For beams it is possible to determine deflection limits only, for glass panes additional stress limits can be specified, too.
Wind Load Calculation
The input of the building parameters is identical to the simplified method. Only the values for glass panes made of semi-tempered glass STG are editable, because they are regulated by general technical approvals. Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms.
If applicable they may be modified individually at any time. The second calculation method of DIN It is mainly used for buildings which exceed a height of 25 m above ground level. This method is generally allowed to be applied for buildings up to a height of 25 m above ground level. It is up to the user to request these values from the glass manufacturer and to enter them afterwards.
Wind Load Calculation – Orgadata Helpdesk EN
Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines. Finally you have to determine the wind zone and the terrain category inland or coastal area which match your job. 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 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.
The horizontal wind load on vertical constructions are either calculated according to different national standards dln free values are applied. Wind pressure is positive, wind suction negative. In case of doubt you should always apply more disadvantageous values, i.
TRLV are displayed automatically.