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Interpretation of building type based on BS 6399-2:1997

Interpretation of building type based on BS 6399-2:1997

Interpretation of building type based on BS 6399-2:1997

(OP)
I am designing a building that needs to comply with the British Standard for wind loads: BS 6399-2:1997.  I am trying to determine the "Building-type factor Kb".  However the descriptions of the types of building are confusing to me.  I have a 3 story structure with steel moment frames.  I assume that this would be considered a "Portal shed".  But I do not understand what types of builings would fall under "Welded steel unclad frames" and "Bolted steel and reinforced conrete unclad frames".  Can someone enlighten me.  Thanks.

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