AS1418 Wind Loads

[MaxSE]

Hi apsix,

Re: thread744-231433

Have you reached a conclusion in regards wind loads and associated maximum deflections for structures supporting crane runways?
Thanks.

 

[rowingengineer]

I think you should refer to "design of portal frame buildings" published by the ASI, woolcock is in favor of either using the current deflection limits and 20m/s or adjusting the deflection limits to use 25m/s. either which way I think you will get the same answer.

http://www.nceng.com.au/

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