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asce 7-10 use of windload cases

asce 7-10 use of windload cases

asce 7-10 use of windload cases

(OP)
hi every one ,
i have confusion in wind load calculation in ASCE 7-10

in wind load directional procedure i have doubts in wind load cases
for figures 27.4-1 through 27.4-7 i can get windward ,leeward and side wind load
i use these cases in ordinary steel hangers ,sheds and steel buildings

but in fig 27.4-8 there are four cases of wind load cases (which produce about 32 load cases) and
have exception according to appendix d
I use these cases in concrete building
but but I think I am wrong
please I need help to understanding this matter
thanks in advance.

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