Martin said:
Exactly so. Look back up this post and you'll see that "LR" said it
didn't matter whether bridge designers looked at wind loading or not
because the cost of doing the design was a bigger consideration than
spending time and money to calculate wind loading.
I don't think that I said that exactly.
Or perhaps you're jumping to the conclusion that I think this is a good
thing.
The fact remains, engineers do not always, or maybe ever, consider the
full physics of whatever they are designing. No one has either an
unlimited amount of money, or a perfect understanding of the physical
world, although this can be mitigated by good practice.
I pointed to two well-
known failures that were due to the designers ignoring wing factors. He
evidently *didn't know* that both blew down because he clearly didn't
understand that reply.
I think that you're mistaken about this. In any case, it would be
peculiar if someone didn't know that Tacoma was a result of a fluids
problem. I went back and reread what I wrote about the Tay, and I did
say that I thought it might have collapsed under it's own weight and I
agree with you that I was mistaken in that fact.
You jumped in when I was trying, rather politely I thought, to give "LR"
the chance to dig himself out of his self-constructed hole rather than
calling him a pig-headed know-nothing. So I won't, but I did want to see
what his reply would be.
I have already responded. I was utterly bewildered by your previous
response and now, if it were possible, I would be even more so.
I think that I'll stand by what I wrote, with the exception of the cause
of the Tay's failure. Since I am still not sure what you understood from
what I posted, please feel free to ask me to amplify or clarify and I
will be happy to make the attempt. Otherwise, I shall be glad to wallow
quite contentedly in my hole.
LR