oldisgold981
Mechanical
Hello guys
i have a question regarding compression area.
as per Annex F 2.2 for self supporting roof the compression area shall not be less than 5.10.5 or 5.10.6.
My question is if we calculate area as per 5.10.5 then we should not be calculating it using F.5.1 am i right?
suppose i have self supported cone roof with internal pressure then i should be using F.5.1 or 5.10.5 ? as there is no internal pressure term in the formula of 5.10.5.
i have a question regarding compression area.
as per Annex F 2.2 for self supporting roof the compression area shall not be less than 5.10.5 or 5.10.6.
My question is if we calculate area as per 5.10.5 then we should not be calculating it using F.5.1 am i right?
suppose i have self supported cone roof with internal pressure then i should be using F.5.1 or 5.10.5 ? as there is no internal pressure term in the formula of 5.10.5.