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
