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

RE: Steel Beam Reinforcing

[Subject Prev][Subject Next][Thread Prev][Thread Next]

If you can work without air conditioning in 108 degree weather, I am

I think that you will find Tide's work very interesting.  I have spoken with
him on a few occasions.  He is a wealth of information when it comes to
reinforcing existing structural steel.  

He is the master, I am still a grasshopper.  I have also discussed this with
Omer Blodgett (another master).  One of these days, I should publish this
compilation of miscellaneous stuff.

Harold Sprague

> -----Original Message-----
> From:	Roger Turk [SMTP:73527.1356(--nospam--at)]
> Sent:	Wednesday, July 19, 2000 3:44 PM
> To:	seaint(--nospam--at)
> Subject:	RE: Steel Beam Reinforcing
> Harold,
> Pardon me for having been so brusque.  (It is hot --- 108 yesterday; my 
> office A/C decided it was too hot to work, but I still have to.)  I had 
> assumed that Tide, et. al., and you were considering the plastic section,
> in 
> which case, the stress condition at each stage of loading would not be a 
> consideration, although the situation where the original shape would have 
> become completely plastic and the reinforcing still elastic should be very
> interesting.
> I will have to look at Tide's works.
> A. Roger Turk, P.E.(Structural)
> Tucson, Arizona

******* ****** ******* ******** ******* ******* ******* *** 
*   Read list FAQ at: 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) to the list, send email to 
*   admin(--nospam--at) and in the body of the message type 
*   "join seaint" (no quotes). To Unsubscribe, send email 
*   to admin(--nospam--at) and in the body of the message 
*   type "leave seaint" (no quotes). For questions, send 
*   email 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: 
******* ****** ****** ****** ******* ****** ****** ********