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.
Document published on: 1981-05-01 Edition: 1 (Monolingual) ICS: 53.020.20 Status: Published Stage: 90.92 (2012-07-23) TC/SC: ISO/TC 96/SC 10 Number of Pages: 6
Revised by: ISO/FDIS 4302
No corrigenda or amendments available