Resumen
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.
Informaciones generales
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Estado: RetiradaFecha de publicación: 1981-05Etapa: Retirada de la Norma Internacional [95.99]
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Edición: 1Número de páginas: 6
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Comité Técnico :ISO/TC 96/SC 10ICS :53.020.20
- RSS actualizaciones
Ciclo de vida
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Ahora
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Revisada por
PublicadoISO 4302:2016