] [Thread] [Date] [Author]

["Juan José Treff De la Mora" <jjtreff(--nospam--at)hotmail.com>]

Dear Sirs,
What is the "optimum" slope on a industrial building roof (truss and/or 
rigid frame)?  I know from certain slope and down, codes demand a bigger 
live load. If that is the only point, then a slope slightly above this one 
is the "optimum". Am I right?  Obviously the size of what goes inside counts 
but, what else?

Thank you,

Juan Jo

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