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.
Status: WithdrawnPublication date: 1981-05
Edition: 1Number of pages: 6
Technical Committee: ISO/TC 96/SC 10 Design principles and requirements
- ICS :
- 53.020.20 Cranes
ISO 4302:1981Stage: 95.99
Got a question?
Check out our FAQs
+41 22 749 08 88
Monday to Friday - 09:00-12:00, 14:00-17:00 (UTC+1)
Keep up to date with ISO
Sign up to our newsletter for the latest news, views and product information.