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
The weight due to the fireproofing material is included as part of the selfweight but wind load generation does not account for the fireproofing. You may have to magnify the generated wind load by a certain factor to approximately account for such effects.
Hi Sye, any updates regading this enhancement?
Regards.
We do get a regular influx of requests for enhancements and do need to consider all requests to provide the most value to the most STAAD.Pro users. We have recently added a new Ideas section to the site here as a location where all our users can post requests and we provide a voting system so that you can vote for or against these ideas. This is by no means a guarantee to have an idea added to the program, but hopefully should provide a method to gain a wider sense of value and help in providing a more general feedback.