Need a book? Engineering books recommendations...

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

Re: Diaphragm design

[Subject Prev][Subject Next][Thread Prev][Thread Next]
My two cents...
The collector element to the shearwall would need to
be designed for the Omega overstrength.  the design of
the dowels themselves from the concrete fill to the
shearwall would be just the nominal unit shear = 500k
/ wall length, and not necessarily the 30' length of
David Topete, SE
--- "Briceno, Cairo" <Cairo.Briceno(--nospam--at)> wrote:

> Good morning fellow engineers,
> I will like to have your opinions on the following
> subject:
> Building condition: We have an unfactored collector
> force of 500 kips to be developed in a 30â?? long
> concrete shear wall. The slab is a concrete fill on
> composite metal deck. The corresponding Ω factor is
> 2.5. We are using rebars dowels to transfer the
> forces from the slab into the wall.
> We have the following question regarding diaphragm
> design. Shall the Ω factor be applied to the 500
> kips for design the dowels? We will like to hear
> from our fellow engineers your opinions on the
> application of the Ω factor.
> Thank You in advance
> Cairo O. Briceño, SE, PE, ASCE and SEAOC
> Structural Engineer
> HDR ONE COMPANY | Many Solutions

Do you Yahoo!? 
All your favorites on one personal page ? Try My Yahoo! 

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