The columns of the Capitol
The columns of the Capitol
(OP)
ht tp://www.s cribd.com/ doc/173297 79/FOIA-Re quest-to-t he-Nationa l-Archives
I don't remember in what of the roman kings' or republican Rome point the roman people had to make clear that they wanted all the laws to be complied with be published for all to see at the columns at the Capitol. Hence, some 2300 years ago, the people was no more to be judged by the "secret of the law" rule, under which they were judged in mysteric terms they were prejudiced not to be entitled to know or conversant to consider.
2009.
We are still trying to get to see the standing laws. By reference, we are made subject to the arbitrion of private parties and to pay to know the rules, and also to re-pay for public services we have already paid for.
Good luck.
I don't remember in what of the roman kings' or republican Rome point the roman people had to make clear that they wanted all the laws to be complied with be published for all to see at the columns at the Capitol. Hence, some 2300 years ago, the people was no more to be judged by the "secret of the law" rule, under which they were judged in mysteric terms they were prejudiced not to be entitled to know or conversant to consider.
2009.
We are still trying to get to see the standing laws. By reference, we are made subject to the arbitrion of private parties and to pay to know the rules, and also to re-pay for public services we have already paid for.
Good luck.






RE: The columns of the Capitol
Interesting letter. The federal US Government requires activities (such as construction) to meet certain standards, such as ACI 318 concrete code, ANSI standards, and many....many others.
This group, Public.Resource.org is asking for copies of ALL of these referenced standards to be made public, free of charge, by the government. They back this up by showing how some of these documents cost quite a bit of money (>$1000) and are very difficult to find - even in public libraries across the country.
i.e. - government references a costly standard as law - therefore ipso facto the freedom of information act requires the gov't to produce free copies of that law.
While I appreciate their stance on this, I fear that free access to the ACI concrete code would mean a huge decrease in funding for ACI and thus a limit on the growth of new ACI code provisions, size of their code, number of code updates....wait...I kinda like that idea.
RE: The columns of the Capitol
RE: The columns of the Capitol
RE: The columns of the Capitol
Citizens have a right to know what the law is.
RE: The columns of the Capitol
RE: The columns of the Capitol
http://upl
RE: The columns of the Capitol
I am looking for a copy of the book "Curso de Estructuras Metálicas de Acero Laminado" by Luis F. Rodríguez. Would you mind telling me where can I get a copy? I've tried many times unsuccessfully because it is an old book.
Thank you and sorry for using this thread that has nothing to do with this, but I assumed you would be reading it since it is a recent post from you.
Thanks.
RE: The columns of the Capitol
RE: The columns of the Capitol
One thing that's not clear to me is whether the government can furnish the specified documents under the Freedom of Information Act, and then be sued for copyright violation. That is, I don't know that the Freedom of Information act exempts them from compliance with copyright laws.
More critically, Congress has taken action several times to modify the copyright laws to to extend the copyright protections available. If it looks like some other act passed by Congress is cutting into that copyright protection, it wouldn't be any big deal for Congress to adjust one or both laws as required to correct the situation. The only issue is when it becomes important enough for them to take notice. I would think this is something that the various standards-writing bodies are looking at pretty closely already.
RE: The columns of the Capitol
I got them! I found them in a bookstore in Madrid and purchased them. I just got them.
Thank you! Although I can't seem to find the simplified procedure you cited in the thread "Compressive Buckling of Gusset Plates". Do you remember the chapter or the page?
Thank you again.
RE: The columns of the Capitol
RE: The columns of the Capitol
well, I have examined the book and what has to say about Gusset plates is around p. 57 that falls short of what now we can do. Enough then, maybe practical, but most would elect doing more now. No mention of the .7 K factor here but somewhere else (not necessarily this book) I think to have read. Since here gusset plates were mostly thoroughly welded this could be coming from considering locally the member compressing as hinged to the gusset and fixed to the other end. The length would be being measured from node to end of gusset for conservatism, or maybe just the exposed part. Think that double angle trusses or channel were predominant. Anyway whilst we find if something a substantiation of this old simplification, let it be stand what said. I check for example Thornton&Kane's contribution to Tamboli's book and find that he takes .5 K factor on length for a corner gusset plate, and this applied to less length than in the assumptions considered above, whatever, so that part of the practice would be conservative per this test. I check the Prontuario Ensidesa and is more or less what in the book by Luis Felipe Rodríguez Martín. Lothers in its classic book also has a table for gusset thickness, as the book, that quoted DIN codes.
What may have me confused in my memory about this data being from this book is that has a procedure at p. 150 for gusset plates used at baseplates to deliver rigidity to the baseplate. There it is specified both length, width of the notional member within the gusset and a 2/3 K factor.
There are out there fantastic books for steel connections, so opportunities to learn are not lacking. Best wishes.