Need a book? Engineering books recommendations...

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

Hanger Reinforcement - Precast Spandrels

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Can I apply 'Ash= Vu/phi fy x m', Eq 4.5.6 of PCI Design Handbook 5th Ed
 for the spot corbel on spandrel (not continuous ledge beam)?
This modification factor m adds too many rebars;
 generally speaking 50-60% more than when Vu/phi fy is used.
Does Canadian PCI Design Manual adopt this formula also?
Sign-up for your own personalized E-mail at

Search Smarter - get the new eXact Search Bar for free!

******* ****** ******* ******** ******* ******* ******* ***
*   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: 
******* ****** ****** ****** ******* ****** ****** ********