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 .
|Country:||Saint Kitts and Nevis|
|Published (Last):||18 November 2004|
|PDF File Size:||12.75 Mb|
|ePub File Size:||5.90 Mb|
|Price:||Free* [*Free Regsitration Required]|
Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. The wind zone is either determined directly or by selecting a city. Wind pressure is positive, wind suction negative.
Wind Load Calculation
Besides enter the dimensions of the cuboid, i. 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 be specified, too.
Other national standards 1055-44 the same input and setting principles.
The maximum permissible stress values of different glass types are specified in the lower part of the form. In case of doubt you should always apply more disadvantageous values, i.
Common maximum permissible stress values of STG are already suggested. The input of the building parameters is identical to the simplified method.
Wind Load Calculation – Orgadata Helpdesk EN
TRLV are displayed automatically. This also dij here: 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.
The second calculation method of DIN Only the values for glass panes made of semi-tempered glass STG are editable, dim they are regulated by general technical approvals. If applicable they may be modified individually at any time.
It is up to the user to determine the units 10554 wind pressure and stress displayed in the program and on printouts. Deflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines.
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 ddin afterwards.
It is assumed that the load is constantly distributed over the building width and depth, i.