Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: New structure on ancient columns

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Alberto Guida wrote:
Yes, Bill. The columns have now the lift weight and more seismic load. They need now, with the same section, 2% of steel and they have only 1%.
Alberto Guida
So we're talking longitudinal steel? That's going to be tough. I was thinking "confinement", sorry for my mistake.
******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * * * Questions to seaint-ad(--nospam--at) 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: ******* ****** ****** ****** ******* ****** ****** ********