Need a book? Engineering books recommendations...

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

Canadian steel code

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Section 18.5 of the 1994 edition of CAN/CSA S16.1gives a method 
of calculating the factored moment resistance of a composite 
rectangular section.  I know it would be easy to use a similar 
method for composite circular sections, but I wonder why the Code 
doesn't even mention it.  

My question is: does the most current edition of the Canadian code 
(or the commentary) discuss the moment resistance of composite 
circular sections, and are there any Code limits on size (besides 
width/thickness) or requirements for shear transfer btwn the steel 
and concrete?  

Dave Evans, P.E.
TNH, Inc.
Anchorage, Alaska

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) 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: 
******* ****** ****** ****** ******* ****** ****** ********