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That's what we've always done: find the capacity and reduce it by a factor of safety. That's no different between ASD and LRFD, whatever you want the "S" to stand for.JoshPlum said:The new code is not an Allowable STRESS Desgin, but rather an Allowable STRENGTH Design. It uses LRFD type capacities reduced by a safety factor to bring it down to an allowable strength that can be used in conjunction with unfactored loads.
Almost completely unrelated? It's a simple algebraic transformation to get from Fb to Mn.JoshPlum said:As such, it is almost completely unrelated to our old 9th edition code checks.