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

RE: Use a lot of W Shapes? Here's something useful!

[Subject Prev][Subject Next][Thread Prev][Thread Next]
There was an article in AISC Engineering Journal along time ago (80's?)
about how to do that but I did a quick search and I couldn't find it.
Roger C. Davis
Architect
SDS Architects, Inc.


-----Original Message-----
From:	Jim Kestner [mailto:jkestner(--nospam--at)somervilleinc.com]
Sent:	Tuesday, February 26, 2002 7:49 AM
To:	'seaint(--nospam--at)seaint.org'
Subject:	RE: Use a lot of W Shapes? Here's something useful!

This is a pretty basic conversion. It is from wt x 144 / 490 = A. The 144
is the conversion of sq. ft to sq in. The 490 is pcf (the weight of steel).


A more interesting one is converting weight to section modulus or vice
versa. I don't have that one at my fingertips, but I will try to find it.

Jim K.




******* ****** ******* ******** ******* ******* ******* ***
*   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) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions 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
******* ****** ****** ****** ******* ****** ****** ********