Need a book? Engineering books recommendations...

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

Re: Shear center of L-shape 'concrete' beam

[Subject Prev][Subject Next][Thread Prev][Thread Next]
The section in question is in no way thin. And the coords are pretty close to the centreline intersection.

On Fri, Sep 26, 2008 at 8:31 AM, sam2000 . (sam2000) <sam2000(--nospam--at)cyber.net.pk> wrote:
Whatever ANSYS or any other software says, This is simple mechanics logic. The shear flow is along the length of any thin section. Thus the center has to be at the intersection of the two centerlines in an angle.

Syed A Masroor
Consulting Structural Engineer
Karachi, Pakistan

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



--
Alexander Bausk
CAD manager, Structural engineer at
Nuclear Engineering&Research Lab
Dnipropetrovsk, Ukraine