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Structure allowable natural frecuency

Structure allowable natural frecuency

Structure allowable natural frecuency

Hi all!, I am designing an industrial platform wich supports a hoist, see attached image. As the columns supoprting de runways are quite long I am concerned with the vibration of the structure. Does anyone have some recomendation or reference of what minimum natural frecuency should the structure have? Couldn't find anathing on CMMA 74


RE: Structure allowable natural frecuency

I'm not sure that there is one. Typically with crane/hoist runways, if you satisfy the deflection criteria (with a impact factor).....you are ok with any kind of vibration.

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