Abstract

Gives a simplified method of calculation and assumes that the wind blows horizontal from any direction, that the wind blows at a constant velocity and that there is a static reaction to the loadings applying to the crane structure. Includes built-in allowances for the effects of gusting (rapid changes in wind velocity) and for dynamic response.


General information 

  • Status
     :  Withdrawn
    Publication date
     : 1981-05
  • Edition
     : 1
    Number of pages
     : 6
  • Technical Committee
     : ISO/TC 96/SC 10 Design principles and requirements
  • ICS
     :
    53.020.20 Cranes

Life cycle


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  8. ISO 4302:1981