6/15 Civil E question (since I'm no expert)/
http://www.mtc.ca.gov/projects/bay_bridge/bbfin.htm
\_ I thought Willie and Jerry nixed this plan.
The western span looks like a normal suspension bridge but what's
with the eastern span? Wasn't the whole premise of the bridge
redesign to make it more earthquake proof. I thought the old
bridge collapsed during the World Series earthquake because it
wasn't a suspension bridge but a regular type. So why is 1/3
of the eastern span supported on cable stays but the other 2/3
not. And why is there a bend in the bridge. What's the point
of making a road bend over water?
\_ I'm sure anonymous cowards on the MOTD know more about
bridge design than the engineers and architects working
on the project. -tom
\_ geez tom, you sound awful bitter.... -mice
\_ I just have little patience for morons. -tom
\_ Then why do you keep reading the MOTD?
\_ When ye berate thy first clueless sodan,
then shall ye know, innocent childe.
\_ He belongs here.
\_ When thou beratest thy first clueless sodan,
then willst thou know, innocent child.
\_ 16th century spelling fixed
-motd archaic grammar god
\_ It didn't "colapse". One of the sections on the top deck fell
down, which is what it's designed to do (be flexible between
single pieces, as opposed to having a big rigid bridge.) That's
what the metal joints that make your car go clickety-clack are for.
Regarding the bridge types, I seem to recall from somewhere that
the western span was build as a suspension bridge, since it needed
to be high enough for large ships to pass under, and that such a
structure is the type that can be that high and long and still be
flexible enough to withstand wind and quakes and stuff. The other
part is that the water under the East span is shallower, so they
could sink more supports into it--look at a cross section of the
Bay floor. Anyway, weren't they supposed to replace the East
span? -John
\_ Isn't it bad to sink too many supports into the water? I
thought you wanted a few strong supports and have the
bridge be very flexible in order to help absorb the shock
of an earthquake.
\_ the water under the east span is shallow but there's
no bedrock after Treasure Island, it's all sediment.
That creates various engineering problems. -tom
\_ Where'd you earn your CE degree? Or are you just
playing one on TV?
\_ I make no claims of being an engineer. I just
happen to know that the lack of bedrock on that
side of Treasure Island is an engineering
problem. -tom
\_ Which is like saying, "I read something in a
newspaper article 8 years ago which was quite
obvious so I thought it belonged on the motd".
\_ Maybe you should, like, you know, read the
fucking thread before you start posting
idiotic non-sequiturs. Since you seem to
need the obvious pointed out to you: tom
was answering someone's question. He was
not farting meaningless noise into the motd
like it meant something -- that seems to be
your gig.
\_ tom does nothing but fart meaningless
noise into the motd. and since when does
tom need an anonymous loser to defend him
from anything? he's been logged on and
could've replied if he cared to. i don't
think 'non-sequiturs' means what you think
it means. (half a bonus point for the
movie title, and another half point for
the character name who first said it)
\_ two constraints, the end points, and a third, treasure island.
\_ Have you driven on the current bridge? It should be obvious that
it's not a straight line from the road leaving the shore at Oakland
into the tunnel through Treasure Island - you have to bend somewhere
before the island, and you want a gradual curve, not a sharp turn
that will become a bottleneck and source of many accidents.
\_ Two other reasons for a bend - they have to build the new
bridge around the old one, since they can't tear down the
old one until the new one is opened, and because not all
spots in the bay to anchor the supports are created equal.
Are you really so stupid you couldn't think of any one of
these three obvious reasons for a bend?
\_ Hello? It's the motd. |