Wind Load when Fireproofing is added in specification

Hi,

I have a question regarding Wind definition if a member is defined with fireproofing in specification,

When I calculated the value of intensity to be applied in the member, I noticed that the loads derived was still from un-fireproofed width normal to the wind direction even though I already added a 50mm thickness and fireproofing type is block.

Is there anyway to consider the fireproofed members added thickness if I will be using Wind definition?

Thanks

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