open structures-wind loads ASCE7-16

[NELSON CORZO]

Any idea how to get the wind loads for a Free Standing Pavilion, Hip roof ( it is not a gable)? It is a self-supporting roof system without walls, using ASCE7-16, Open Structures.
Thanks,
Nelson Corzo

 

[DoubleStud]

27.3.2 with figure 27.3-5

 

[NELSON CORZO]

thanks, but my case is a hip roof for open structures, not a gable roof.
NC

 

[DoubleStud]

It is close enough. These coefficients are all approximate. What if you have a very long hip roof? Most of it will be a gable. Just the end is hip roof. IMO it is heavily controlled by the roof angle.

 

[NELSON CORZO]

Thanks, I will try your idea