By continuing to browse the site you are agreeing to our use of cookies. Apart from the glass it is also possible to restrict the deflection of the beam spans separately for mullions and transoms. This method is generally allowed 10554 be applied for buildings up to a height of 25 m above ground level.ĭeflections of beams and glass panes are not regulated by DIN standards, general technical approvals or application guide lines. It is mainly used for buildings which exceed 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. It is up to the user to determine the dun of wind pressure and stress displayed in the program and on printouts.ĪRTHUR CONAN DOYLE DIE VERGESSENE WELT PDF Besides enter the dimensions of the cuboid, i.
In case of doubt you should always apply more disadvantageous values, i. Wind Load Calculation – Orgadata Helpdesk ENįinally you have to determine the wind zone and the terrain category inland or coastal area which match your job. In case of doubt decide for the more disadvantageous terrain category. 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. 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 input of the building parameters is identical to the simplified method. The wind zone is either determined directly or by selecting a city.
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