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

Re: Steel Beam Reinforcing

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Nick,

If I understood the initial inquiry, the beam is not presently overstressed
but will be based on additional load. At any rate once the composite section
has been completed (welded or other), there is no way for both members not
to share the load.


----- Original Message -----
From: <npitera(--nospam--at)mmm.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, July 20, 2000 3:19 PM
Subject: RE: Steel Beam Reinforcing


>
>
> Are you saying that if you have a steel beam that is stressed way above 36
ksi (assume Fy=36 ksi) and you add a steel plate or whatever, and no stress
relief is provided, and say no future loads are applied, the steel beam will
somehow know to share the existing load? Interesting.......................
 But I don't buy it, and I wouldn't stake my P.E. on it.
 Regards,
>
> Nick.



******* ****** ******* ******** ******* ******* ******* *** 
*   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) to the list, send email to 
*   admin(--nospam--at)seaint.org and in the body of the message type 
*   "join seaint" (no quotes). To Unsubscribe, send email 
*   to admin(--nospam--at)seaint.org and in the body of the message 
*   type "leave seaint" (no quotes). For questions, send 
*   email 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 
******* ****** ****** ****** ******* ****** ****** ********