For a structure that meets all the condition of Section 6.4 of ASCE 7-02, we use Method 1-"simplified procedure" for Lateral analysis:
Ps=adjustment factor*Importance factor* simplified wind pressure for exposure B.
What happens if the structure doesn't meet the condition, it meets the...
What do we usually check for, when we are designing a wood structure house? (e.g. Seismic-Shear, Wind-Lateral/uplift, Gravity Load...) If you can list it down it would really help and the more detail the better.
Thanks,
Wil