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RE: The 13th Ed. of AISC Manual
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- Subject: RE: The 13th Ed. of AISC Manual
- From: "Gary Hodgson & Associates" <ghodgson(--nospam--at)bellnet.ca>
- Date: Wed, 21 Dec 2005 08:25:00 -0500
- Priority: normal
Scott, I may be wrong but I think there are several flavours of metric of which SI is only one but it is consistent. I just came back from Great Britain where they are more into metric but I noticed that a lot of road signs are still in miles. Engineering on the other hand seems to be 100% metric. I also noticed that they use a shiney structural bolt which really stands out and they are easy to count from a distance. And they certainly cut a lot of holes in beams for services ahead of time-- I think to save space between floors. Any body else have any comments on this? Gary that space is at a premium On 20 Dec 2005 at 23:40, Scott Maxwell wrote: > Ah, when it comes to concrete, which SI metric do you want? <grin> > There are several "flavors" to choose from which mainly effect rebar > sizes and size designations. This is why ACI has such a tough time > coming up with an official "metricfication" (real word? if so, > spelling?) policy for doing their dual units in their publications (I > believe that ACI's official policy is that all ACI documents are > supposed to be published in dual units...i.e. Imperial [foot, inch, > etc] and SI/metric). Beyond the issue of rebar, there still needs to > be a consensus of what are the official metric units to use in various > situations so that we all use the same stuff (not that it is that hard > to move between various metric magnitudes). For example, if you do a > cross section of a concrete beam, do you use mm, cm, or m for the > linear dimensions? Some folks like mm while others prefer cm. > > So getting the "SI metric thing back on track" ain't such an easy > thing...and that is not even starting to talk about getting > entrenched, old fart dogs (which includes me at this point more than > likely) to learn new tricks! <grin> > > Regards, > > Scott (who technically works for a Canadian company now who is forced > to do it "our" [i.e. Imperial units] way since they sell/work a LOT in > the US <grin> ah, the power to be unilateralists!!!! <grin>) Adrian, > MI > > > On Tue, 20 Dec 2005, Paul Ransom wrote: > > > > > Personally, I'm glad to see it. Now if you folks could get the SI > > metric thing back on track ... > > > > -- > > R. Paul Ransom, P. Eng. > > Civil/Structural/Project/International > > Burlington, Ontario, Canada > > <mailto:ado26(--nospam--at)hwcn.org> <http://www.hwcn.org/~ad026/civil.html> > > > > ******* ****** ******* ******** ******* ******* ******* *** > > * Read list FAQ at: http://www.seaint.org/list_FAQ.asp > > * > > * This email was sent to you via Structural Engineers > > * Association of Southern California (SEAOSC) server. To > > * subscribe (no fee) or UnSubscribe, please go to: > > * > > * http://www.seaint.org/sealist1.asp > > * > > * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you > > * send to the list is public domain and may be re-posted > > * without your permission. Make sure you visit our web > > * site at: http://www.seaint.org > > ******* ****** ****** ****** ******* ****** ****** ******** > > > > ******* ****** ******* ******** ******* ******* ******* *** > * Read list FAQ at: http://www.seaint.org/list_FAQ.asp > * > * This email was sent to you via Structural Engineers > * Association of Southern California (SEAOSC) server. To > * subscribe (no fee) or UnSubscribe, please go to: > * > * http://www.seaint.org/sealist1.asp > * > * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you > * send to the list is public domain and may be re-posted > * without your permission. Make sure you visit our web > * site at: http://www.seaint.org > ******* ****** ****** ****** ******* ****** ****** ******** ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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