Return to index: [Subject] [Thread] [Date] [Author]
2- way post tension slab
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: <seaint(--nospam--at)seaint.org>
- Subject: 2- way post tension slab
- From: "AM" <seaosd(--nospam--at)hotmail.com>
- Date: Wed, 12 May 2004 17:54:55 -0700
Does anybody know where can I get a sample layout of 2-way post tension slab sitting on Conc Col's (without any beamin slab)?. Amir Miraftab Structural Project Engineer ******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ********
- Follow-Ups:
- Re: 2- way post tension slab
- From: Simon
- Re: 2- way post tension slab
- Prev by Subject: 1997 UBC & 2003 IBC (adopting ACI 530-02) Embedded AB resisting shear
- Next by Subject: Re: 2- way post tension slab
- Previous by thread: Re: Question @ Army TM for military wheel loads-from SEAOC listserver
- Next by thread: Re: 2- way post tension slab
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]