Need a book? Engineering books recommendations...

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

Re: Joints in concrete floor slab on bar joists

[Subject Prev][Subject Next][Thread Prev][Thread Next]
If not the deck alone should carry approx 216psf load. Sounds like the
cracking may be related more to the concrete. Maybe a bad mix or cement /H2O
ratio.

HTH,
Rand


----- Original Message ----- 
From: "Stuart, Matthew" <mstuart(--nospam--at)schoordepalma.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, July 08, 2004 3:26 PM
Subject: RE: Joints in concrete floor slab on bar joists


I don't know what your live load criteria is but my hunch is that when you
run the numbers the slab section will check as an unreinforced section under
the provisions of ACI 318 Structural Plain Concrete.

D. Matthew Stuart, P.E., S.E.
MASCE/SEI/BPAD
Senior Project Manager
Schoor DePalma Engineers and Consultants
200 State Highway Nine
Manalapan, NJ 07726
732-577-9000 (Ext. 1283)
732-431-9428 (Fax)
908-309-8657 (Cell)
mstuart(--nospam--at)schoordepalma.com

-----Original Message-----
From: DSmith7367(--nospam--at)aol.com [mailto:DSmith7367(--nospam--at)aol.com]
Sent: Thursday, July 08, 2004 4:17 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Joints in concrete floor slab on bar joists

Matthew:
Thank you for the reply regarding the slab problem.

The slab is on light metal slabform spanning two feet between bar joists.
How would you add sub framing?  It would be tough.
The same with external reinforcement.

Regards,
Dave Smith



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