Need a book? Engineering books recommendations...

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

Re: Figure Warping Constant for an Old Shape

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Hi,

Please remove my name from your group email list.

masoud.sanayei(--nospam--at)tufts.edu


Regards,
Masoud Sanayei

Gary L. Hodgson and Assoc. wrote:
Sam,
You can can go to the web site for the Canadian Institute of Steel construction and download a pdf file called Torsional properties of Steel Shapes
Gary

Szuchuan Chang wrote:
Hi,
I have some old W6.8.5 [6B8.5] beams to check for combined axial and bending element. I got the property of it as follows: wt. = 8.5 lb
area =   2.5 in"2
depth =  5.83
flange = 3.94x0.194 inch
web thickness = 0.170
d/Af =  7.63
Ixx =    14.8 in^4
Sxx =     5.07 in^3
rxx  =   2.43 in

Iyy = 1.89 in^4
ryy = 0.87 in
How can I find out the "Cw-warping constant" for this shape? Thanks Sam

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

--
Masoud Sanayei, Ph.D.
Professor
Department of Civil and Environmental Engineering
200 College Avenue
Tufts University
Medford, MA  02155

Phone: (617) 627-3762
FAX:   (617) 627-3994

mailto:masoud.sanayei(--nospam--at)tufts.edu
http://www.ase.tufts.edu/cee/



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