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

RE: Steel Reinforcement Elongation Limit

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

> -----Original Message-----
> From: Swingle, Mark [mailto:Mark.Swingle(--nospam--at)dcp.state.ma.us]
> Sent: Wednesday, July 26, 2000 8:37 AM

> sophistication and equipment.  Now remember that a typical construction
> jobsite is at least one if not two orders of magnitude more crude
> than your
> high school chemistry lab.


Reminds me of the old saying, "Engineers are the only people who calculate
the length of a piece of wood to 6 decimal places, mark it with a piece of
chalk, and cut it with an axe."



******* ****** ******* ******** ******* ******* ******* *** 
*   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 
******* ****** ****** ****** ******* ****** ****** ********