Now that the can of worms is open, can we go fishing? For all of you
"fishing" for a reason, sorry the best I can come up with is "Progress".
FWIW, I use LRFD because I don't want to spend the energy to learned
Another topic - why does strength design of masonry produce such
drastically different results that WSD?
Jake Watson, E.I.T.
Salt Lake City, UT
P.S. In my office - 5 mentors that use ASD and me with my silver books
(gets to be a little lonely at times). I think I may have convinced one
to convert when V3 comes out.
Scott E Maxwell wrote:
> First, let me apologize to the rest of the list for opening this can of
> worms again.
> I am doing and informal survey to see how many people still use ASD.
> I am NOT trying find which method is better or why, but just trying to
> see how many people have made the switch.
> Now, a simple question for you...which of the following best describes the
> use of steel design methods in your offce:
> 1) Only use ASD
> 2) Only use LRFD
> 3) Mainly use ASD but some LRFD
> 4) Mainly use LRFD but some ASD
> Scott Maxwell, SE, PE