Need a book? Engineering books recommendations...

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

horizontal deflection of column

[Subject Prev][Subject Next][Thread Prev][Thread Next]
hi,
I am structural engineer working in a consultancy firm at Oman. During the design process of a steel structure portal frame, I have come across to find out the allowable horizontal limit for gable end columns. I am unable to find it out in BS5950 (as the allowable limit is not applicable to portal frames).Please help me in this matter.
thanks in advance,

A.Basu




_________________________________________________________________
MSN 8 with e-mail virus protection service: 2 months FREE* http://join.msn.com/?page=features/virus


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