Now, now, lets not get nasty. Change comes hard for some of us. LRFD would be
easier for us if it was treated similarly with all materials. The acceptance of
ultimate strength design for concrete did not happen overnight either. We will
eventually come around or just fade away.
> My question to all you structural engineers who predominately use ASD over LRFD
> is do you also exclusively use working stress design instead of ultimate
> strength design for reinforced concrete?
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