diego.reguera
Civil/Environmental
- Dec 28, 2021
- 1
Hi everyone!
I'm doing a wind study for an open structure like this:
As you can see, the structure is very slender
When I try to introduced the wind load over the roof, I follow the ASCE 7-16 § FIGURE 27.3-4 and look for the Net Pressure Coefficient CN
But at the end of the figure it tells us a limits to apply, and we don't inside this limits
How would you consider the wind load on the roof?
Could you consider it as a freestandingwall like in the ASCE 7-16 § FIGURE 29.3-1?
Thanks for the answers
I'm doing a wind study for an open structure like this:
As you can see, the structure is very slender
When I try to introduced the wind load over the roof, I follow the ASCE 7-16 § FIGURE 27.3-4 and look for the Net Pressure Coefficient CN
But at the end of the figure it tells us a limits to apply, and we don't inside this limits
How would you consider the wind load on the roof?
Could you consider it as a freestandingwall like in the ASCE 7-16 § FIGURE 29.3-1?
Thanks for the answers
