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.
WITHDRAWN
ISO 4302:1981
95.99
Withdrawal of Standard
19 sht 2016
PUBLISHED
ISO 4302:2016
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