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
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Status: WithdrawnPublication date: 1981-05Stage: Withdrawal of International Standard [95.99]
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Edition: 1Number of pages: 6
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Technical Committee :ISO/TC 96/SC 10ICS :53.020.20
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Life cycle
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Now
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Revised by
PublishedISO 4302:2016