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User talk:Denimadept/Archive 3
Mackinac Bridge articleThis is in reference to my changes posted to the subject article from IP 68.249.81.38. I am a regular user of Wiki, but am not interested in creating an account. The IP is a public/corporate one. The changes I posted to the subject article are valid, NOT vandalism, and should NOT be reverted. I am a licensed structural engineer, and certified FHWA bridge inspector. The correction is important to ensure the proper understanding of the geometry of the bridge. I will continue to post the change until it stops being reverted. —Preceding unsigned comment added by 68.249.81.38 (talk) 17:04, 2 January 2009 (UTC)
It's understandable that people involved with internet messaging (wiki is nothing but a glorified message board) tend to acquire an insular mentality - spam is a big problem - and your attitude is a perfect example. It's irritating, however, to we in the professional community when laypersons such as yourself hold themselves up as expert in areas where they are obviously ignorant - but this is also typical of internet discourse. C'est la vie, I suppose - but that's why I'm pursuing this issue with a bit more zeal than is probably warranted. In any event, it appears that the extent of incorrect syntax in the subject article was such that it was impossible to correct by the alteration I provided - I do not have, nor do I find referenced in the article, a graphic structural cross-section to work from, but the referral to structurae appears to have proven useful in clarifying your errors, at least to some extent. I did not previously look up the dimensions of the cross-section, but foolishly assumed that the writer of the article knew what a "stiffening truss" was. It is apparent that the usage of the term "stiffening truss" has caused you and/or the original writer some confusion. I'll attempt, despite your snotty attitude, to educate you here: The term "stiffening truss" w.r.t. suspension bridges is generally used ONLY in reference to composite members oriented VERTICALLY. It appeared in common bridge engineering use during the 1940's use after the Tacoma narrows failure, which occurred as a result of inadequate torsional siffness in the deck, which was built very SHALLOWLY to enhance its aesthetic appearance. To illustrate this to yourself, twist a strip of cardboard, then try to twist a cardboard box - the boxed section is much stiffer in torsion, obviously. That lack of torsional stiffness, combined with a wind loading that caused the deck to flutter at a frequency matching the harmonic value of the structure, caused the bridge to tear itself apart. The transverse trussing under the deck can only enhance torsional stiffness of the superstructure insofar as torsional loads are transmitted to it via "boxing" of the superstructure section. As the superstructure width is of necessity closely related to the roadway width, transverse trussing is "free" as it were; and there is nothing in any way remarkable about the width of the superstructure being greater than the roadway - in fact this characteristic is typical of suspension bridges. It is less typical of cable-stayed structures, where the torsional stiffening box may very well be narrower than the roadway due to different connection details and advancements in analysis & design. Historically, a large number of existing suspension bridges were retrofitted with VERTICAL torsional stiffening trusses after the Tacoma Narrows failure - Bronx-Whitestone is the most significant example. Early photos of that bridge show a significantly shallower superstructure than those taken after the retrofit; there were complaints that the added components detracted from the bridge's appearance. These same complaints were leveled against Steinman when he designed the Mackinac - aesthetically inclined persons (architects mostly) disliked the "heaviness" of the bridge's appearance. This, however, was 30 years after the Tacoma narrows design, 10 years after its failure, and 5 years after the necessary retrofitting of other "slender decked" suspension bridges, initially built during the 1930's. The Straits of Mackinac are subject to very high winds generating large torsional forces in the bridge superstructure, and Steinman did not compromise his engineering for aesthetics, as we see by the large depth of the superstructure (nearly as wide as the roadway!). For more on the engineering history of large bridges, read Henry Petroski's work. In summary, while the transverse composite member under the deck is technically involved in stiffening the bridge superstructure, mostly w.r.t. lateral loads, the term "stiffening truss" is incorrectly applied to it. The correct geometric description of that component should be "Width of superstructure", while the current description of the section depth is correct. The comment about relationship between the superstructure width and the roadway width should be removed, as it implies that this is something unique when it is not. I'll leave you to do your own research and make the necessary corrections, since you folks are pretty clearly operating on about a third grade level regarding your little sandbox here. You're welcome. 68.249.81.38 (talk) 17:43, 7 January 2009 (UTC)
Portland passenger bridgeWell, I don't know. I know the bridge existed because the postcard exists (I like to monitor the Connecticut postcards for sale at eBay and download the good pictures, that's how I came across this.) I thought adding the picture added something small to the article, so I stuck it at the bottom, the least conspicuous place. My assumption is that it was the bridge that the current one replaced, but since I don't know, I can't say that in the article. I thought the picture was better in the article than not in it, but if you think differently, just take it out. Yes, it would be better to have more information showing how the picture I added connects with the subject of the article, and I'll take a look online today or tomorrow to see if I can find out something about that (a quick search before produced nothing). It seems very likely that it's the bridge that the present one replaced, but when you get right down to it, I don't know. Thanks for the note. Amg37 (talk) 21:25, 16 January 2009 (UTC) WoW versionUpdated. It was released today. I wasn't paying attention when i was editing. Sorry.--SkyWalker (talk) 17:22, 20 January 2009 (UTC) re DashesI'm replacing bridge names (or any thing else) with hyphens in them (not roads like I-93 though — that way lies madness) with ones with dashes in them (as per MOS). On an entirely random ad hock kind of way - if I see 'em I do 'em. I usually waste my time tidying navboxes and hit some bridge ones with a totally random choice of hyphens/spaces/dashes to join place names so I tweaked some. TheAllSeeingEye (talk) 06:12, 2 March 2009 (UTC) Input requestedHi, your are listed in WikiProject Bridges and I wondered if you might want to weigh in on a requested move? There is a discussion here Talk:Suspension_bridge_types#Requested_move which results from a previous move. The discussion has major consequences on the content of the main article on suspension bridges? The root question: Is suspended deck bridge the proper name for a typical suspension bridge? - ¢Spender1983 (talk) 02:07, 29 March 2009 (UTC) SupportWould you support me here, please? Debresser (talk) 09:51, 16 April 2009 (UTC)
supportI appreciate your comment on my comment on the recent deletion campaign. Usually, when I attempt to develop a coherent argument on an issue of substance, the silence is deafening. Your point above about the problems of notability for articles related to fiction is well made. But I disagree with the idea that there should be a fiction wiki. WP is a general purpose encyclopedia and, as such, fiction should be part of it. Any other interpretation of WP policy is more or less equivalent to tag bombing, of which we have a considerable surplusage. Or perhaps, to misquote Henry II, first we kill all the wikilawyers.... And, regrettably, I note that Debresser was actually canvassing. I misunderstood something about that. Still glad he got me involved, though. Best wishes. ww (talk) 04:40, 17 April 2009 (UTC) Village pump commentRegarding [1]: Why on earth would you think such a comment was at all helpful? In a 4 paragraph proposal, Philcha briefly mentioned "fancruft" - in quotes even - and you decide that that's a good enough reason to reply with sarcasm and an assumption of bad faith and to totally dismiss the proposal as worthless. Pilcha labeled nothing specific as fancruft, merely pointing it out as something that some people find to be a problem with articles. Normally I would just ignore comments like yours, but I'm curious to know: Do you really think your comment was helpful in any way? How is such a hostile reply to a simple proposal at all conducive to creating a collegial atmosphere? Did you even read the proposal, or did you just see "fancruft" and immediately dismiss it as the work of an evil deletionist? Mr.Z-man 17:07, 30 April 2009 (UTC)
RegardingIts reference in popular culture,symbolizes the popularity of the dam Subash.chandran007 (talk) 17:18, 21 May 2009 (UTC) An outstanding image. Thank you. Sswonk (talk) 12:02, 23 May 2009 (UTC) Anonymous user is confusedI got a pop up message saying that something I had done to the Mackinac Bridge article was inappropriate. I rarely post on wikipedia and do not believe I have ever posted on the subject of the Mackinac Bridge. The problem is that this site is not conducive to an actual dialogue on any of this. Was that spam, something generated by a bot, or a mistake? —Preceding unsigned comment added by 99.131.12.151 (talk) 18:09, 12 June 2009 (UTC) Charlestown bridgeI still think it's a stub. We have not much history and no numbers. - Denimadept (talk) 05:49, 14 June 2009 (UTC)
List o' bridgesIt's primarily a list. If they want lots of details, they can read the article. The only time I've been putting details into the list is when I don't have enough to create an article. - Denimadept (talk) 17:25, 14 June 2009 (UTC)
shield sizes in infoboxesI was mainly applying a U.S. Roads Project convention of having all shields in infoboxes/tables at 20px height. For rectangular 3-digit shields, that usually means a width of 25px. Some states however use square shields even for 3-digit routes (CT being one of them). In these cases, 20px would be what is called for. Admittedly it is just a convention in another project so it's not something that should necessarily be enforced elsewhere. --Polaron | Talk 13:32, 25 June 2009 (UTC) Quick assessment re: Interchange (road)The article Interchange (road) is under the scope of the bridges project, I am hoping you can provide a quick assessment on its talk page for class and importance. I am going to create a list of named interchanges article which may draw a little more traffic to the Interchange article resulting perhaps in an improvement. Thanks - Sswonk (talk) 15:00, 28 June 2009 (UTC)
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